WQ0008907_Monitoring (Report)_20151130

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GROUNDWATER MONITORING REPORT
GASTON COUNTY DYEING MACHINE
COMPANY
STAN LEY FACILITY
GASTON COUNTY, NORTH CAROLINA
GROUNDWATER INCIDENT NO.: 0528
NPDES PERMIT NO. WQ0008907
PROJECT NO. RH15-5986
REPORT DATE: NOVEMBER 30, 2015
PREPARED FOR:
MR. SCOTT DAVIS
GASTON COUNTY DYEING MACHINE COMPANY
STANELY FACILITY
GASTON COUNTY, NORTH CAROLINA
PREPARED BY:
NOVA CONSULTING GROUP, INC.
115 UNIONVILLE INDIAN TRAIL ROAD, SUITE B-1
INDIAN TRAIL, NC 28079
[phone]
.j?
< 3
NOVA
CONSULTING
Leaders in Environmental and Engineering Services

51 Routine Monitoring Report Review (MRR) Checklist
Permittee/Facilit-s- 'tame:
Permit No.: 'vVQ 00 0 8 g V 4
Reviewer �,7 i sue; Shre&+k&
Date: 1 //4 6
1. BIMS: Permit issued date: 7-10 5 12.013 Expiration date.: 11 13 0 / 2 018
If Expired. check with Permittee if they x ant to renew,
2. BIMS: Log report in Events Tab. Seiect `Compliance Schedule Met' and enter name and
date of report_ and date we received. Also note that a Monitoring Report Review was
completed and inserted into report.
BIMS: Has Injection Event Report (IER) been received and info entered into BLMS
(Yes or No). If No, check file to see if we have received and then enter into BIMS. If never
received. then request from Consultant and CC Permit -tee via email. After receipt of IERs
from these parties then, enter into BIMS.
Y '
4. BIMS: Check Wells I-ab and see if G J-i s/G\V-30s (if applicable) ha-.e been entered
!Yes or No,. If No and well status is still proposed'; then check file to see if ,,v c
have received GW-; s and then enter into BIMS. If not received. then repwest front consultar,:
a;id CC Pemiittee. After receipt from these parties. enter as -built \-,e?'. c Y :structior: in
BiMS:_ a --id well abandonment data. inapplicable.
S. Do a quiet; re-iev, ofreport. io see if there are ant obvious impucI� i_c T i ;,`:r_
reading Surnmary and Conclusions./Recommendation Section_ and mt-i:!:'ir:<f data
Compare pre -injection levels of sulfate. iron. phosphate_ etc. to post ana ;ri,
this belov,-. ,also note if there are anv spikes in daughter products. 1 are - o impactt.
e r'der t.
indicate 'No irnpacts from injection evidenf•. NOTE: The ater Quali*.,
the site «Jill have to be monitored until concentrations meet pre-inlee ; _-, els or
standards before the permit can eventually be Completed in BIMS ar. - nletif'n Lctlel-
Sent to Per?nitle,,
�� ; Pe�,w►�wt" � �zc.�,oceoC .
6. When this Monitoring Report Review is complete securel., insert inside co, er of
monitoring repon and file
MRR (}Zee. 9-20-'Ol6)

NOVA
CONSULTING
November 30, 2015
Aquifer Protection Section
Groundwater Protection Unit
1636 Mail Service Center, Raleigh, NC 27699-1636
Re: Annual Groundwater Monitoring Report
Gaston County Dyeing Machine Company
Stanley Facility
Gaston County, North Carolina
Groundwater Incident No. 0529
NPDES Permit No. WO0008907
Nova Consulting Project No. RH15-5986
Corporate Headquarters
Minneapolis, MN
Serving our clients
Nationwide
On behalf of Gaston County Dyeing Machine Company, Nova Consulting Group, Inc. (Nova) is
pleased to provide the attached Annual Groundwater Monitoring Report for the above
referenced facility. Per the NPDES Permit requirements attached are two copies of the
November 2015 Annual report for your review.
Please review and call either Ed Everhart of Gaston County Dyeing Machine Company at 704-
822-6063 or myself Robert Hird of Nova at 704-684-5976 or by email at
[e-mail]
Sincerely,
Nova Consulting Group, Inc.
/� � � - J. /C/,,. �'z
Robert S. Hird, P.G., C.P.G.
Senior Vice President
Attachment: Agreement of General Terms
RECEIVEDIDEWDWR
DES � 2 2015
W0r Sep
C1ua��Y Re9!�
pperatiol's

NOVA
CONSULTING
1.0 INTRODUCTION..........................................................................................................1
2.0 ANNUAL GROUNDWATER MONITORING.................................................................... 2
3.0 RESULTS..................................................................................................................... 3
3.1 System Sampling................................................................................................................ 3
3.2 Operation and Maintenance.............................................................................................. 3
4.0 CONCLUSIONS AND RECOMMENDATIONS..................................................................4
5.0 REMARLKS..................................................................................................................5
TABLES
1. Well Data
2. Summary of Groundwater Well Analytical Results
3. Summary of Groundwater Remediation System Analytical Results
FIGURES
1. Topographic Map
2. Site Map
3. Groundwater Flow Direction (10/15/15)
4. Groundwater Concentration Map (7/16/07)
APPENDICES
A. Laboratory Analytical Results
B. GW-59 Forms
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH15-5986
PAGE

NOVA®'
CONSULTING -
Nova Consulting Group, Inc. (Nova) prepared this Active Remediation Monitoring Report on behalf
of Gaston County Dyeing Machine (GCDM). This report summarizes current treatment system
operational data obtained on October 15, 2015. The site is located in the town of Stanley, Gaston
County, North Carolina. Figure 1 is a Topographic Map of the property and surrounding area.
Nova prepared this report in general accordance with the North Carolina Department of
Environment and Natural Resources (NCDENR), Division of Environmental Management (DEM),
Non -Discharge Permit Number W00008907. The permit requires monitoring wells MW-5, MW-7
(formerly MW-713), MW-14, and MW-16 to be sampled in October of each year.
Please note that MW-7B (intermediate depth well) will be referred to as MW-7 in accordance with
the NCDENR Permits and Compliance Unit. Per the July 5, 2013, letter from NCDENR, the
groundwater Remediation Permit No. WQ0008907 has been renewed with modifications and will
now expire on November 30, 2018. In accordance with the new permit, GCDM was required to
permanently abandon the former recovery well RW-7 and monitoring well MW-3. On November
26, 2013, Geologic Exploration completed the well closures on behalf of GCDMC. Figure 2 is a
Site Map detailing pertinent site features and monitoring well locations.
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH15-5986
PAGE 1

NOVA
CONSULTING
Nova measured the depth to the water table in the on -site and off -site monitoring wells on October
15, 2015. The historical static water level measurements and elevation data are presented in
Table 1. The static water level measurements at this site indicate the direction of ground water
flow is generally toward the west and southwest. Figure 3 is a Potentiometric Map that illustrates
the direction of groundwater flow.
Nova collected water samples from monitoring wells MW-5, MW-7, MW-14, and MW-16 on
October 15, 2015. Nova submitted the groundwater samples to Pace Analytical Services, Inc.
(Pace) for laboratory analyses for standard pH and volatile organic compounds (VOCs) by EPA
Methods 9040 and 624, respectively. According to the laboratory analytical report,
tetrachloroethene (PCE) was detected at concentrations of 11.3 micrograms per liter (ug/L), 5.7
ug/L and 4.5 ug/L in the groundwater samples that were collected from monitoring wells MW-7,
MW-14, and MW-16, respectively. A summary of the most recent and historical groundwater
analytical results are included in Table 2. The laboratory report for the 2015 sampling event is
included in Appendix A.
Figure 4 is a PCE Concentration Map from the October 15, 2014, sampling event. The PCE
concentrations in wells Mw-7, MW-14 and MW-16 remain steady with slight flucuations year after
year. In general, the remaining concentrations observed in the groundwater are at trace levels and
are slowly degrading and diluting. See Table 2 and Figure 4 for the PCE concentrations.
Nova completed the required GW-59 forms for each well and will submitted them to the DENR
Groundwater Section, Permits and Compliance Units, as required by the non -discharge permit.
Copies of the GW-59 forms are included in Appendix B.
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RHIS-5986
PAGE 2

NOVA
CONSULTING
3.1 System Sampling
Nova collected samples from the influent, before the carbon canisters, between the carbon
canisters (carbon), and from the effluent on October 15, 2015. The samples were submitted to
Pace for laboratory analysis of nitrates, standard pH, and VOCs in accordance with EPA Methods
352.2, 9040, and 624. The influent, between carbon and effluent samples showed no detectable
VOC concentrations. The pH results showed the water to be within the recommended 6.2-8.5
range and the nitrate analytical results showed the concentrations below the regulatory limit of 10
milligrams per liter (mg/L). Per the permit, nitrates will no longer be analyzed as part of the future
groundwater sampling. Table 3 presents the historic influent and effluent sample analytical results.
The laboratory analytical report is provided in Appendix A.
3.2 Operation and Maintenance
Between October 22, 2014, and October 15, 2015, the remediation system operated an estimated
343 days. During the reporting period, approximately 289,971 gallons of water were treated by the
remediation system. The total quantity of water that has been treated since remediation
commenced at this site is 7,784,283 gallons. The average flow rate for this period was
approximately 845.4 gallons per day. The effluent water was injected at an average rate of
approximately 0.59 gallons per minute with the injection well pressure readings generally ranged
between 2.0 and 5.0 pounds per square inch (psi). The pressure is below the injection well permit
maximum of 5.0 psi.
During the October sampling event it was determined that the carbon was functioning as designed.
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH15-5986
PAGE 3

NO'VO
c munNe
Tetrachloroethene (PCE) has historically been detected at concentrations exceeding state
standards in groundwater samples that have been collected at the site. However, these
concentrations have reduced over time in the area of impact near the former lagoon. Recent
sampling indicated PCE concentrations of 11.3 ug/L in MW-7 (formerly MW-713), and 5.7 ug/L in
MW-14, and 4.5 ug/L in MW-16. No impact was detected of PCE in MW-5 or the influent sample
from RW-1. The geometric plume shape has remained fairly stationary and the contaminant
concentrations have been reduced through a combination of natural attenuation and removal by
the remediation system. The core of the plume has reduced in size and concentration to only
trace levels since the remediation system was activated. In the most down -gradient well (MW-16),
I
PCE concentrations are starting to fluctuate between below laboratory detection limits and trace
levels just above the laboratory detection limits.
During the October 15, 2015, sampling event no concentrations of contaminates were detected in
the influent, between carbons or effluent samples.
GCDM will continue to operate the remediation system until the plume boundaries can be
confirmed over time and PCE is reduced sufficiently to justify turning off the remediation system.
GCDM will conduct the next monitoring event in October 2016 per the permit requirements. The
current NPDES permit expires on November 30, 2018. GCDM will submit a renewal application in
May 2018.
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH1S-S986
PAGE 4

•
The analyses contained in this report represent Nova's professional opinions and are based upon
the finding of this investigation and the investigation performed by others. These opinions are
arrived in accordance with the currently accepted hydrogeologic and engineering practices at this
time and location and no warranties or guarantees are intended or implied.
Many of the opinions in this report are based upon the work and statements of others, including
but limited to laboratory reports and previous environmental investigations reports. Nova assumes
this work and these statements to be accurate, but accepts no responsibility for the quality and
inaccuracies of this work and these statements.
This Report was prepared by Nova:�0609,1-itt0_9 Group, Inc.
S p
SFAL
24/
Robert S. Hird P.G.; C. P.G. TI✓F,� `'�� Date
��t'aerassna4Db°�Y
North Carolina Licensed Geologist No. 1247
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH1S-S986
PAGE 5
1 .

NOVA
CONSULTING
GASTON COUNTY DYEING MACHINE STANLEY FACILITY NOVA PROJECT NO. RH15-5986
PAGE 6

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
-
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 1 OF 18
WELL NO: PZ-1
TOC ELEV: 78.57
TOTAL DEPTH: 35.00
LS ELEV: 78.87
CREEN SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE
TOC LS
ELEVATION
07/22/93
NA NA
NA
09/28/94
30.94 31.24
47.63
01 /17/95
27.55 27.85
51.02
04/11 /95
26.85 27.15
51.72
_ 07/12/95
28.09 28.39
50.48
10/11 /95
30.66 30.96
47.91
04/25/96
28.80 29.10
49.77
10/17/96
29.81 30.11
48.76
04/04/97
28.65 28.95
49.92
10/02/97
29.11 29.41
49.46
04/09/98
27.18 27.48
51.39
10/13/98
29.55 29.85
49.02
04/08/99
31.25 31.55
47.32
10/14/99
33.51 33.81
45.06
10/17/00
32.69 32.99
45.88
10/16/01
33.69 33.99
44.88
10/29/02
34.67 34.97
43.90
10/17/03
27.70 28.00
50.87
10/29/04
30.58 30.88
47.99
10/29/05
30.07 30.37
48.50
11 /20/06
30.86 31.16
47.71
10/24/07
31.95 32.25
46.62
11 /03/08
30.86 31.16
47.71
12/23/09
30.41 30.71
48.16
04/30/11
31.13 31.43
47.44
01/21/13
NM
NM
10/23/13
30.35 30.65
48.22
10/22/14
Well Blocked at 22 feet
10/15/15
32.24 32.54
46.33
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 2 OF 18
WELL NO: MWA
TOC ELEV: 78.49
LS ELEV: 77.93
DATE
TOTAL DEPTH: 35.30
CREEN SECTION: 25 FEET
DEPTH FROM DEPTH FROM
TOC LS
GROUNDWATER
ELEVATION
07/22/93
DRY
NA
LINK
09/28/94
DRY
NA
LINK
01/17/95
DRY
NA
UNK
04/11/95
DRY
NA
LINK
07/12/95
NM
NA
LINK
10/11/95
NM
NA
LINK
04/25/96
NM
NA
LINK
10/17/96
DRY
NA
LINK
04/04/97
28.77
28.21
49.72
10/02/97
DRY
NA
LINK
04/09/98
28.10
27.54
50.39
10/13/98
Dry
NA
NA
04/08/99
31.19
30.63
47.30
10/14/99
DRY
DRY
>43.19
10/17/00
32.50
31.94
45.99
10/16/01
DRY
NA
LINK
10/29/02
DRY
NA
LINK
10/17/03
29.20
28.64
49.29
10/29/04
31.70
31.14
46.79
10/29/05
31.08
30.52
47.41
11 /20/06
31.22
30.66
47.27
10/24/07
32.68
32.12
45.81
11 /03/08
31.76
31.20
46.73
12/23/09
31.11
30.55
47.38
04/30/11
31.42
30.86
47.07
01/21/13
NM
NM
01 /23/13
30.80
30.24
47.69
10/22/14
31.14
30.58
47.35
10/15/15
32.05
31.49
46.44
WELL NO: MW-2
Monitoring well abandoned
TOC - Top of Casing
LS - Land Surface
NM - Not Measured
NA - Not Applicable
LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 3 OF 18
WELL NO: MW-3
TOC ELEV: 78.71
TOTAL DEPTH: 42.90
LS ELEV: 78.14
CREEN SECTION: LINK
DEPTH FROM DEPTH FROM GROUND WATER
DATE
TOC LS
ELEVATION
07/22/93
31.00 30.43
47.71
09/28/94
32.90 32.33
45.81
01 /17/95
30.52 29.95
48.19
04/11 /95
29.48 28.91
49.23
07/12/95
30.17 29.60
48.54
10/11 /95
31.52 30.95
47.19
04/25/96
29.59 29.02
49.12
10/17/96
30.96 30.39
47.75
04/04/97
29.55 28.98
49.16
10/02/97
31.39 30.82
47.32
04/09/98
28.97 28.40
49.74
10/13/98
31.79 31.22
46.92
04/08/99
31.92 31.35
46.79
10/14/99
33.85 33.28
44.86
10/17/00
33.25 32.68
45.46
10/16/01
34.61 34.04
44.10
10/29/02
35.24 34.67
43.47
10/17/03
30.00 29.43
48.71
10/29/04
31.40 30.83
47.31
10/29/05
31.96 31.39
46.75
11 /20/06
31.83 31.26
46.88
10/24/07
33.65 33.08
45.06
11 /03/08
32.33 31.76
46.38
12/23/09
31.59 31.02
47.12
04/30/11
32.01 31.44
46.70
01 /21 /13
33.35 32.78
45.36
10/23/13
31.64 32.78
45.36
11/26/13
Well Abandoned
WELL NO: MW-4 Monitoring well abandoned
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUNDWATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 4 OF 18
WELL NO: MW-5
TOC ELEV: 92.26 TOTAL DEPTH: 65
LS ELEV: 90.95 CREEN SECTION: LINK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
38.55
37.24
53.71
09/28/94
40.00
38.69
52.26
01 /17/95
39.95
38.64
52.31
04/11 /95
38.96
37.65
53.30
_ 07/12/95
39.05
37.74
53.21
10/11 /95
40.05
38.74
52.21
04/25/96
38.24
36.93
54.02
10/17/96
39.02
37.71
53.24
04/04/97
38.43
37.12
53.83
10/02/97
39.84
38.53
52.42
04/09/98
38.26
36.95
54.00
10/13/98
40.25
38.94
52.01
04/08/99
40.96
39.65
51.30
10/14/99
42.47
41.16
49.79
10/17/00
42.31
41.00
49.95
10/16/01
43.41
42.10
48.85
10/29/02
44.71
43.40
47.55
10/17/03
39.30
37.99
52.96
10/29/04
40.33
39.02
51.93
10/29/05
40.98
39.67
51.28
11 /20/06
41.02
39.71
51.24
10/24/07
42.35
41.04
49.91
11 /03/08
41.87
40.56
50.39
12/23/09
41.26
39.95
51.00
04/30/11
41.33
40.02
50.93
10/23/13
39.93
38.62
52.33
10/22/14
40.17
38.86
52.09
10/15/15
41.41
40.10
50.85
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO.0528
PAGE 5 OF 18
WELL NO: MW-6
TOC ELEV: 77.12
TOTAL DEPTH: 39.38
LS ELEV: 76.50
CREEN SECTION: 10 FEET
DEPTH FROM DEPTH FROM
GROUND WATER
DATE
TOC
LS
ELEVATION
07/22/93
32.20
31.58
44.92
. 09/28/94
32.81
32.19
44.31
01 /17/95
32.67
32.05
44.45
04/11 /95
31.17
30.55
45.95
07/12/95
31.89
31.27
45.23
10/11 /95
32.34
31.72
44.78
04/25/96
30.52
29.90
46.60
10/17/96
32.41
31.79
44.71
04/04/97
31.17
30.55
45.95
10/02/97
33.36
32.74
43.76
04/09/98
31.04
30.42
46.08
10/13/98
34.27
33.65
42.85
04/08/99
33.50
32.88
43.62
10/14/99
34.61
33.99
42.51
10/17/00
35.19
34.57
41.93
10/16/01
36.82
36.20
40.30
10/29/02
37.23
36.61
39.89
10/17/03
31.00
30.38
46.12
10/29/04
33.71
33.09
43.41
10/29/05
34.67
34.05
42.45
11 /20/06
34.08
33.46
43.04
10/24/07
36.55
35.93
40.57
11 /03/08
35.37
34.75
41.75
12/23/09
34.00
33.38
43.12
04/30/11
34.01
33.39
43.11
01/21/13
NM
NM
10/23/13
33.90
33.28
43.22
10/22/14
34.32
33.70
42.80
10/15/15
34.91
34.29
42.21
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 6OF18
WELL NO: RW-7 Former) MW-7
(Formerly
TOC ELEV: 72.31 TOTAL DEPTH: 40.00
LS ELEV: 71.07 CREEN SECTION: LINK
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
NM
NA
LINK
09/28/94
NM
NA
LINK
01 /17/95
24.72
23.48
47.59
04/11 /95
23.74
22.50
48.57
07/12/95
24.78
23.54
47.53
10/11 /95
24.70
23.46
47.61
04/25/96
20.38
19.14
51.93
10/17/96
27.44
26.20
44.87
04/04/97
29.25
28.01
43.06
10/02/97
27.12
25.88
45.19
04/09/98
27.79
26.55
44.52
10/13/98
30.82
29.58
41.49
04/08/99
30.70
29.46
41.61
10/14/99
26.49
25.25
45.82
10/17/00
25.94
24.70
46.37
10/16/01
28.46
27.22
43.85
10/29/02
28.33
27.09
43.98
10/17/03
17.78
16.54
54.53
10/29/04
21.13
19.89
51.18
10/29/05
23.05
21.81
49.26
11 /20/06
36.06
34.82
36.25
10/24/07
25.15
23.91
47.16
11 /03/08
25.50
24.26
46.81
12/23/09
32.00
30.76
40.31
04/30/11
25.31
24.07
47.00
10/23/13
25.55
24.31
46.76
11/26/13
Well Abandoned
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 7 OF 18
WELL NO: MW-7 (Formerly MW-76)
TOC ELEV: 77.78 TOTAL DEPTH: 56.50
LS ELEV: 75.35 CREEN SECTION: 5 FEET
DEPTH FROM
DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
30.76
28.33
47.02
09/28/94
31.33
28.90
46.45
01 /17/95
31.30
28.87
46.48
04/11 /95
30.57
28.14
47.21
07/12/95
30.93
28.50
46.85
10/11 /95
31.24
28.81
46.54
04/25/96
29.42
26.99
48.36
10/17/96
31.06
28.63
46.72
04/04/97
29.55
27.12
48.23
10/02/97
32.23
29.80
45.55
04/09/98
29.63
27.20
48.15
10/13/98
32.67
30.24
45.11
04/08/99
31.69
29.26
46.09
10/14/99
33.43
31.00
44.35
10/17/00
32.19
29.76
45.59
10/16/01
34.53
32.10
43.25
10/29/02
34.85
32.42
42.93
10/17/03
31.36
28.93
46.42
10/29/04
31.54
29.11
46.24
- 10/29/05
32.89
30.46
44.89
11 /20/06
30.54
28.11
47.24
10/24/07
34.35
31.92
43.43
11 /03/08
33.08
30.65
44.70
12/23/09
24.59
22.16
53.19
04/30/11
32.36
29.93
45.42
01 /21 /13
26.24
23.81
51.54
10/23/13
32.19
29.76
45.59
10/22/14
32.49
30.06
45.29
1415/15
32.81
30.38
44.97
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 8 OF 18
WELL NO: MW-7C
TOC ELEV: 76.54 TOTAL DEPTH: 101.50
LS ELEV: 74.25 CREEN SECTION: LINK
DEPTH FROM
DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
29.25
26.96
47.29
09/28/94
29.87
27.58
46.67
01 /17/95
29.78
27.49
46.76
04/11 /95
29.04
26.75
47.50
07/12/95
29.39
27.10
47.15
10/11 /95
29.80
27.51
46.74
04/25/96
27.96
25.67
48.58
10/17/96
29.53
27.24
47.01
04/04/97
28.10
25.81
48.44
10/02/97
30.67
28.38
45.87
04/09/98
28.11
25.82
48.43
10/13/98
31.11
28.82
45.43
04/08/99
30.26
27.97
46.28
10/14/99
31.95
29.66
44.59
10/17/00
31.64
29.35
44.90
10/16/01
33.04
30.75
43.50
10/29/02
33.42
31.13
43.12
10/17/03
29.75
27.46
46.79
10/29/04
30.05
27.76
46.49
10/29/05
31.32
29.03
45.22
11 /20/06
30.54
28.25
46.00
10/24/07
32.70
30.41
43.84
11 /03/08
31.46
29.17
45.08
12/23/09
30.43
28.14
46.11
04/30/11
30.81
28.52
45.73
10/23/13
30.80
28.51
45.74
10/22/14
30.41
28.12
46.13
10/15/15
31.28
28.99
45.26
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 9 OF 18
WELL NO: MW-8
TOC ELEV: 72.80
TOTAL DEPTH: 38.50
LS ELEV: 72.30
CREEN SECTION: LINK
DEPTH FROM DEPTH FROM
GROUNDWATER
DATE
TOC
LS
ELEVATION
07/22/93
21.92
21.42
50.88
09/28/94
20.62
20.12
52.18
01 /17/95
21.61
21.11
51.19
04/11 /95
20.30
19.80
52.50
07/12/95
21.04
20.54
51.76
10/11 /95
22.14
21.64
50.66
04/25/96
19.83
19.33
52.97
10/17/96
21.48
20.98
51.32
04/04/97
19.94
19.44
52.86
10/02/97
22.14
21.64
50.66
04/09/98
20.07
19.57
52.73
10/13/98
23.80
23.30
49.00
04/09/99
21.84
21.34
50.96
10/14/99
24.25
23.75
48.55
10/17/00
23.49
22.99
49.31
10/16/01
24.16
23.66
48.64
10/29/02
26.17
25.67
46.63
10/17/03
21.18
20.68
51.62
10/29/04
23.92
23.42
48.88
10/29/05
23.53
23.03
49.27
11 /20/06
22.44
21.94
50.36
10/24/07
25.38
24.88
47.42
11 /03/08
22.87
22.37
49.93
12/23/09
21.70
21.20
51.10
04/30/11
22.36
21.86
5_0.AA
01/211/13
NM
10/23/13
22.55
22.05
50.25
10/23/14
23.15
22.65
2015
490 2
10/15/15
23.26
22.76
49.54
ua*
peer,
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUNDWATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 10 OF 18
WELL NO: MW-9
TOC ELEV: 69.45 TOTAL DEPTH: 25.50
LS ELEV: 66.64 CREEN SECTION: 10 FEET
DEPTH FROM DEPTH FROM GROUNDWATER
DATE TOC LS ELEVATION
07/22/93
19.94
17.13
49.51
09/28/94
19.64
16.83
49.81
01 /17/95
18.61
15.80
50.84
04/11 /95
18.31
15.50
51.14
07/12/95
18.94
16.13
50.51
10/11 /95
19.55
16.74
49.90
04/25/96
17.43
14.62
52.02
10/17/96
19.40
16.59
50.05
04/04/97
17.43
14.62
52.02
10/02/97
20.71
17.90
48.74
04/09/98
17.20
14.39
52.25
10/13/98
21.29
18.48
48.16
04/08/99
19.85
17.04
49.60
10/14/99
22.26
19.45
47.19
10/17/00
20.98
18.17
48.47
10/16/01
23.36
20.55
46.09
10/29/02
23.62
20.81
45.83
10/17/03
18.60
15.79
50.85
10/29/04
20.11
17.30
49.34
10/29/05
20.88
18.07
48.57
11 /20/06
19.59
16.78
49.86
10/24/07
22.93
20.12
46.52
11 /03/08
20.20
17.39
49.25
12/23/09
18.99
16.18
50.46
04/30/11
19.44
16.63
50.01
01/21/13
NM
NM
10/23/13
20.03
17.22
49.42
10/22/14
20.70
17.89
48.75
10/15/15
20.68
17.87
48.77
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 11 OF 18
WELL NO: MW-10
TOC ELEV: 69.18 TOTAL DEPTH: 29.00
LS ELEV: 67.69 CREEN SECTION: 15 FEET
DATE
DEPTH FROM
TOC
DEPTH FROM
LS
GROUNDWATER
ELEVATION
07/22/93
22.37
20.88
46.81
09/28/94
22.39
20.90
46.79
01 /17/95
21.39
19.90
47.79
04/11 /95
20.81
19.32
48.37
07/12/95
21.65
20.16
47.53
10/11 /95
22.29
20.80
46.89
04/25/96
20.05
18.56
49.13
10/17/96
22.11
20.62
47.07
04/04/97
20.29
18.80
48.89
10/02/97
23.05
21.56
46.13
04/09/98
19.84
18.35
49.34
10/13/98
23.53
22.04
45.65
04/08/99
22.33
20.84
46.85
10/14/99
24.44
22.95
44.74
10/17/00
23.29
21.80
45.89
10/16/01
25.61
24.12
43.57
10/29/02
25.72
24.23
43.46
10/17/03
21.32
19.83
47.86
10/29/04
22.49
21.00
46.69
10/29/05
DRY
DRY
DRY
11 /20/06
21.64
20.15
47.54
10/24/07
22.78
21.29
46.40
11 /03/08
22.72
21.23
46.46
12/23/09
21.45
19.96
47.73
04/30/11
22.03
20.54
47.15
01/21/13
NM
NM
10/23/13
22.40
20.91
46.78
10/22/14
22.93
21.44
46.25
10/15/15
22.92
21.43
46.26
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface LINK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 12 OF 18
WELL NO: MW-11
TOC ELEV: 76.23 TOTAL DEPTH: 34.00
LS ELEV: 73.68 CREEN SECTION: 25 FEET
DATE
DEPTH FROM
TOC
DEPTH FROM
LS
GROUND WATER
ELEVATION
07/22/93
26.80
24.25
49.43
09/28/94
27.41
24.86
48.82
01 /17/95
27.27
24.72
48.96
04/11 /95
26.50
23.95
49.73
07/12/95
26.88
24.33
49.35
10/11 /95
27.37
24.82
48.86
04/25/96
25.39
22.84
50.84
10/17/96
27.02
24.47
49.21
04/04/97
25.57
23.02
50.66
10/02/97
28.36
25.81
47.87
04/09/98
25.62
23.07
50.61
10/13/98
28.82
26.27
47.41
04/08/99
27.95
25.40
48.28
10/14/99
29.52
26.97
46.71
10/17/00
29.03
26.48
47.20
10/16/01
30.69
28.14
45.54
10/29/02
30.88
28.33
45.35
10/17/03
27.44
24.89
48.79
10/29/04
NM
NM
NM
10/29/05
28.98
26.43
47.25
11 /20/06
28.24
25.69
47.99
10/24/07
30.44
27.89
45.79
11 /03/08
29.21
26.66
47.02
12/23/09
27.99
25.44
48.24
04/30/11
28.48
25.93
47.75
01/21/13
NM
NM
10/23/13
28.22
25.67
48.01
10/22/14
28.52
25.97
47.71
10/15/15
28.85
26.30
47.38
NM - Not Measured
TOC - Top of Casing NA - Not Applicable
LS - Land Surface UNK - Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 13 OF 18
WELL NO: MW-12
TOC ELEV: 77.45 TOTAL DEPTH: 34.00
LS ELEV: 75.99 CREEN SECTION: 25 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93 30.69 29.23 46.76
09/28/94 31.00 29.54 46.45
01/17/95 30.11 28.65 47.34
04/11/95 29.28 27.82 48.17
07/12/95 30.12 28.66 47.33
10/11/95 30.94 29.48 46.51
04/25/96 28.66 27.20 48.79
10/17/96 30.71 29.25 46.74
04/04/97 28.81 27.35 48.64
10/02/97 31.61 30.15 45.84
04/09/98 28.40 26.94 49.05
10/13/98 32.10 30.64 45.35
04/08/99 33.03 31.57 44.42
10/14/99 NM NM NM
10/17/00 32.25 30.79 45.20
10/16/01 34.41 32.95 43.04
10/29/02 34.60 33.14 42.85
10/17/03 DRY DRY DRY
10/29/04 DRY DRY DRY
10/29/05 DRY DRY DRY
11/20/06 DRY DRY DRY
10/24/07 DRY DRY DRY
11/03/08 DRY DRY DRY
12/23/09 DRY DRY DRY
04/30/11 29.16 27.70 48.29
01/21/13 NS
10/23/13 DRY DRY
10/22/14 DRY DRY
10/15/15 32.10 30.64 45.35
NM - Not Measured
TOC - Top of Casing NA- Not Applicable
LS - Land Surface UNK- Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 14 OF 18
WELL NO: MW-13
TOC ELEV: 58.87 TOTAL DEPTH: 27.00
LS ELEV: 58.90 CREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93 12.48 12.51 46.39
09/28/94 12.33 12.36 46.54
01/17/95 10.95 10.98 47.92
04/11/95 10.73 10.76 48.14
07/12/95 11.60 11.63 47.27
10/11/95 11.02 11.05 47.85
04/25/96 9.87 9.90 49.00
10/17/96 12.04 12.07 46.83
04/04/97 10.00 10.03 48.87
10/02/97 12.91 12.94 45.96
04/09/98 10.70 10.73 48.17
10/13/98 13.39 13.42 45.48
04/08/99 12.03 12.06 46.84
10/14/99 NM NM NM
10/17/00 13.04 13.07 45.83
10/16/01 15.55 15.58 43.32
10/29/02 15.38 15.41 43.49
10/17/03 11.27 11.30 47.60
10/29/04 NM NM NM
10/29/05 12.85 12.88 46.02
11/20/06 11.81 11.84 47.06
10/24/07 14.89 14.92 43.98
11/03/08 12.54 12.57 46.33
12/23/09 11.21 11.24 47.66
04/30/11 11.78 11.81 47.09
01/21/13 NM NM
10/23/13 12.35 12.38 46.52
10/22/14 12.81 12.84 46.06
10/15/15 12.51 12.54 46.36
NM - Not Measured
TOC -Top of Casing NA- Not Applicable
LS - Land Surface UNK- Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 15 OF 18
WELL NO: MW-14
TOC ELEV: 52.31 TOTAL DEPTH: 25.00
LS ELEV: 52.46 CREEN SECTION: 15 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93 12.00 12.15 40.31
09/28/94 12.12 12.27 40.19
01/17/95 11.00 11.15 41.31
04/11/95 11.08 11.23 41.23
07/12/95 11.66 11.81 40.65
10/11/95 11.84 11.99 40.47
04/25/96 10.26 10.41 42.05
10/17/96 11.85 12.00 40.46
04/04/97 10.34 10.49 41.97
10/02/97 12.76 12.91 39.55
04/09/98 10.56 10.71 41.75
10/13/98 13.12 13.27 39.19
04/08/99 12.44 12.59 39.87
10/14/99 13.34 13.49 38.97
10/17/00 13.32 13.47 38.99
10/16/01 14.88 15.03 37.43
10/29/02 14.37 14.52 37.94
10/20/03 12.15 12.30 40.16
10/29/04 12.51 12.66 39.80
10/29/05 13.15 13.30 39.16
11/20/06 12.19 12.34 40.12
10/24/07 14.84 14.99 37.47
11/03/08 13.44 13.59 38.87
12/23/09 11.73 11.88 40.58
04/30/11 12.67 12.82 39.64
01/21/13 12.83 12.98 39.48
10/23/13 12.97 13.12 39.34
10/22/14 13.25 13.40 39.06
10/15/15
NM - Not Measured
TOC -Top of Casing NA- Not Applicable
LS - Land Surface UNK- Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 16 OF 18
WELL NO: MW-15
TOC ELEV: 61.92 TOTAL DEPTH: 26.65
LS ELEV: 62.27 CREEN SECTION: 10 FEET
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93 19.83 20.18 42.09
09/28/94 20.48 20.83 41.44
01/17/95 20.03 20.38 41.89
04/11/95 19.06 19.41 42.86
07/12/95 19.36 19.71 42.56
10/11/95 20.40 20.75 41.52
04/25/96 18.09 18.44 43.83
10/17/96 19.95 20.10 41.97
04/04/97 18.45 18.60 43.47
10/02/97 21.15 21.30 40.77
04/09/98 18.63 18.78 43.29
10/13/98 21.83 21.98 40.09
04/08/99 21.57 21.72 40.35
10/14/99 DRY DRY >35.27
10/17/00 DRY DRY >35.27
10/16/01 DRY DRY >35.27
10/29/02 DRY DRY >35.27
10/17/03 20.46 20.61 41.46
10/29/04 NM NM NM
10/29/05 22.66 22.81 39.26
11/20/06 22.95 23.10 38.97
10/24/07 DRY DRY DRY
11/03/08 23.83 23.98 38.09
12/23/09 21.78 21.93 40.14
04/30/11 22.11 22.26 39.81
01/21/13 NM NM
10/23/13 22.07 22.22 39.85
10/22/14 22.54 22.69 39.38
10/15/15 22.85 23.00 39.07
NM - Not Measured
TOC -Top of Casing NA- Not Applicable
LS - Land Surface UNK- Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 17 OF 18
WELL NO: MW-16
TOC ELEV: 38.86 TOTAL DEPTH: 29.00
LS ELEV: 39.00 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93 4.89 5.03 33.97
09/28/94 4.52 4.66 34.34
01/17/95 3.74 3.88 35.12
04/11/95 3.87 4.01 34.99
07/12/95 4.50 4.64 34.36
10/11/95 4.46 4.60 34.40
04/25/96 3.50 3.64 35.36
10/17/96 4.60 4.74 34.26
04/04/97 3.54 3.68 35.32
10/02/97 5.07 5.21 33.79
04/09/98 3.41 3.55 35.45
10/13/98 5.26 5.40 33.60
04/08/99 4.78 4.92 34.08
10/14/99 5.18 5.32 33.68
10/17/00 5.04 5.18 33.82
10/16/01 6.03 6.17 32.83
10/29/02 5.35 5.49 33.51
10/20/03 4.72 4.86 34.14
10/29/04 4.78 4.92 34.08
11/01/05 5.13 5.27 33.73
11/20/06 4.61 4.75 34.25
10/24/07 6.10 6.24 32.76
11/03/08 5.22 5.36 33.64
12/23/09 4.16 4.30 34.70
04/30/11 4.80 4.94 34.06
01/21/13 4.85 4.99 34.01
10/23/13 5.21 5.35 33.65
10/02/14 5.39 5.53 33.47
10/15/15 5.98 6.12 32.88
NM - Not Measured
TOC - Top of Casing NA- Not Applicable
LS - Land Surface UNK- Unknown

TABLE 1
GROUND WATER ELEVATION DATA
GASTON COUNTY DYEING MACHINE COMPANY
STANLEY, NORTH CAROLINA
GWI NO. 0528
PAGE 18 OF 18
WELL NO: RW-1
TOC ELEV: 75.35 TOTAL DEPTH: 50.00
LS ELEV: 74.43 CREEN SECTION: UNK
DEPTH FROM DEPTH FROM GROUND WATER
DATE TOC LS ELEVATION
07/22/93 NM NA U N K
09/28/94 NM NA U N K
01/17/95 27.30 26.38 48.05
04/11/95 26.62 25.70 48.73
07/12/95 NM NA U N K
10/11/95 27.41 26.49 47.94
04/25/96 25.48 24.56 49.87
10/17/96 27.53 26.61 47.82
04/04/97 25.61 24.69 49.74
10/02/97 28.25 27.33 47.10
04/09/98 25.70 24.78 49.65
10/13/98 28.75 27.83 46.60
04/08/99 27.82 26.90 47.53
10/14/99 NM NM NM
10/17/00 28.95 28.03 46.40
10/16/01 NM NM NM
10/29/02 NM NM NM
10/17/03 NM NM NM
10/29/04 NM NM NM
10/29/05 NM NM NM
11/20/06 NM NM NM
10/24/07 30.18 29.26 45.17
11/03/08 NM NM NM
12/23/09 NM NM NM
04/30/11 NM NM NM
01/21/13 NM NM NM
NM - Not Measured
TOC - Top of Casing NA- Not Applicable
LS - Land Surface UNK- Unknown

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 1 of 16
MW-1
Field Laboratory 1,1,1 1,1- 1,1- Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled fSU) (SU) (mq/L) Jmq/L) Jmq/L) (mq/L) fmq/L) Jmq/L) (mq/L) (mq/L) Jmq/L) fmq/L)
1/91 NA NA NA NA BQL BQL BQL 0.1800 BQL BQL BQL 0.1800
7/23/93 NA NA NA NA NA NA NA NA NA NA NA NA
9/28/94 NA NA NA NA NA NA NA NA NA NA NA NA
1/17/95 NA NA NA NA NA NA NA NA NA NA NA NA
4/12/95 NA NA NA NA NA NA NA NA NA NA NA NA
7/12/1995 NA NA NA NA NA NA NA NA NA NA NA NA
10/11/95 NA NA NA NA NA NA NA NA NA NA NA NA
4/25/1996 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/96 NA NA NA NA NA NA NA NA NA NA NA NA
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 NA NA NA NA NA NA NA NA NA NA NA NA
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 NA NA NA NA NA NA NA NA NA NA NA NA
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 2 of 16
MW-3
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled ISU) ISU) fmq/L) Jmq/L1 (mq/L) fmq/L) Imq/L) Jmq/L) fmq/L) fmq/L) fmq/L) (mq/L)
1/91 NA NA 62 NA BQL BQL BQL 10.0000 BQL BQL BQL 10.0000
7/23/93 NA NA NA NA BQL BQL BQL 2.2000 BQL BQL BQL 2.2000
9/28/94 7 6.20 30 0.04 BDL BDL BDL 1.3850 BDL BDL BDL 1.3850
1/17/95 6 6.26 14 <0.02 BDL BDL BDL 0.2980 BDL BDL BDL 0.2980
4/12/95 6 6.39 14 <0.02 BDL BDL BDL 0.1290 BDL BDL BDL 0.1290
7/12/95 6 6.32 13.6 <0.02 BDL BDL BDL 0.1010 BDL BDL BDL 0.1010
10/11/95 6 6.10 13 0.01 BDL BDL BDL 0.0627 BDL BDL BDL 0.0627
4/25/96 5 6.12 18 0.01 BDL BDL BDL 0.2600 BDL BDL BDL 0.2600
10/17/96 6.06 6.11 11 NA BDL BDL BDL 0.0630 BDL BDL BDL 0.0630
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 6 5.87 12 NA BDL BDL BDL 0.0110 BDL BDL BDL 0.0110
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 6.5 5.70 7.2 NA BDL BDL BDL 0.0091 BDL BDL BDL 0.0091
4/8/99 6 5.81 7.0 NA BDL BDL BDL 0.0110 BDL BDL BDL 0.0110
10/14/99 6 5.92 7.7 NA BDL BDL BDL 0.0130 BDL BDL BDL 0.0130
10/17/00 7 5.70 8.7 NA BDL BDL BDL 0.0160 BDL BDL BDL 0.0160
10/16/01 7 5.67 7.8 NA BDL BDL BDL 0.0200 BDL BDL BDL 0.0200
10/29/02 NA 5.64 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/17/03 6 6.10 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/29/04 5 5.60 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/29/05 NA 6.08 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
11/20/06 NA 6.07 4.3 NA BDL BDL BDL BDL BDL BDL BDL BDL
10/25/07 NA 6.00 N,7 NA BDL BDL BDL BDL BDL BDL BDL BDL
11/3/08 NA 6 40 r V% NA BDL BDL BDL BDL BDL BDL BDL BDL
12/23/09 NA 0 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/30/11 NA g 0 N NA BDL BDL BDL BDL BDL BDL BDL BDL
1/21/13 6 15 NPIM NA BDI BDL BDL 0.0068 BDL BDL BDL 0.0068
10/23/13 NA ,v NA% NA NA NA NA NA NA NA NA NA
Well Abandoned ..
Regulatory Standard 6.5-8.5 6.5- 5 10.00E 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028
L

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 3 of 16
MW-5
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled SOU, (SU) fmq/L) fmq/L) 'mq/Ll (mq/L) fmq/L) fmq/L) (mq/Ll fmq/L) jmq/L) (mq/L)
1/91 NA NA 1.2 NA BQL BQL BQL BQL BQL BQL BQL BDL
7/23/93 NA NA NA NA BQL BQL BQL BQL BQL BQL BQL BDL
9/28/94 7 6.22 2.1 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
1/17/95 6 6.07 1.9 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
4/12/95 NA 6.31 2.1 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
7/12/95 6 6.38 0.58 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/11/95 6 6.10 2.4 <0.01 BDL BDL BDL 0.0130 BDL BDL BDL 0.0130
4/25/96 6 6.30 2.6 <0.01 BDL BDL BDL BDL BDL BDL BDL BDL
10/17/96 6.16 6.30 2.5 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 6 6.48 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 7 6.27 NA NA BDL BDL BDL BDL 0.0056(1) BDL BDL BDL
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 6 6.85 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/17/00 7 6.43 BDL NA BDL BDL BDL BDL BDL BDL BDL BDL
10/16/01 6.5 6.43 0.21 NA BDL BDL BDL BDL BDL BDL BDL BDL
10/29/02 NA 6.26 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/17/03 6 6.50 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/29/04 6 6.47 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/29/05 NA 6.95 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
11/20/06 NA 6.72 0.45 NA BDL BDL BDL BDL BDL BDL BDL BDL
10/25/07 NA 6.70 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
11/3/08 NA 7.00 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
12/23/09 NA 6.40 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/30/11 6.8 7.10 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
1/21/13 6 7.30 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/23/13 NA 6.40 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/22/14 NA 6.80 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/15/15 NA 6.70 0.64 BDL BDL BDL BDL BDL BDL BDL BDL DBL
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028
(1)Laboratory Contaminant
I

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 4 of 16
MW-6
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled 1SU) (SU) (mq/Ll Jmq/L) (mq/L) (mq/L) fmq/L) Jmq/L) (mq/L) fmq/L) (mq/L) (mq/L)
1/91 NA NA 0.015 NA BQL BQL BQL BQL BQL BQL BQL BQL
7/23/93 NA NA NA NA BQL BQL BQL BQL BQL BQL BQL BQL
9/28/94 6 5.78 0.37 <0.02 BDL BDL BDL 0.0080 BDL BDL BDL 0.0080
1/17/95 4 5.24 0.09 0.46 BDL BDL BDL BDL BDL BDL BDL BDL
4/12/95 6 5.72 0.38 <0.02 BDL BDL BDL 0.0029 BDL BDL BDL 0.0029
7/12/95 6 5.79 0.39 0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/11/95 6 5.70 0.47 <0.01 BDL BDL BDL 0.0033 BDL BDL BDL 0.0033
4/25/96 6 5.56 1.30 0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/17/96 5.73 5.80 0.82 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 6 5.57 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 6 5.58 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028
l

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 5 of 16
RW-7(Formerly MW-7)
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled ISU) f�, (mq/L) fmq/L) Jmq/Ll Jmq/L) Jmq/Ll Jmq/L) fmq/L) fmq/L) fmq/L) fmq/L)
1/91 NA NA 150 NA 0.170 BQL BQL 3.6000 BQL BQL BQL 3.7700
7/23/93 NA NA NA NA NA NA NA NA NA NA NA NA
9/28/94 NA NA NA NA NA NA NA NA NA NA NA NA
1/17/95 NA NA NA NA NA NA NA NA NA NA NA NA
4/12/95 NA NA NA NA NA NA NA NA NA NA NA NA
7/12/95 NA NA NA NA NA NA NA NA NA NA NA NA
10/11/95 NA NA NA NA NA NA NA NA NA NA NA NA
4/25/96 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/96 NA NA NA NA NA NA NA NA NA NA NA NA
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 NA NA NA NA NA NA NA NA NA NA NA NA
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 NA NA NA NA NA NA NA NA NA NA NA NA
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Abandoned
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 6 of 16
MW-7(Formerly MW-7B)
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled fSU) (SU) fmq/L) fmq/L) fmq/L) (mq/L) (mq/L) fmq/L) jmq/L) (mq/L) (mq/Ll fmq/L)
1/91 NA NA 6.29 NA BQL BQL BQL 0.270 BQL 0.0690 BQL 0.3390
7/23/93 NA NA NA NA BQL BQL BQL 1.500 BQL BQL BQL 1.5000
9/28/94 6 5.89 43 0.17 0.0260 0.0210 BDL 1.900 BDL BDL BDL 1.9470
1/17/95 6 5.69 1.9 <0.02 BDL BDL 0.0150 1.680 BDL BDL BDL 1.6950
4/12/95 6 6.01 32 0.03 0.0070 0.0080 BDL 0.8440 BDL BDL BDL 0.8590
7/12/95 6 5.91 23.6 0.07 BDL BDL BDL 0.4640 BDL BDL BDL 0.4640
10/11/95 6 5.80 18 0.10 0.0036 0.0029 BDL 0.2650 BDL BDL BDL 0.2715
4/25/96 5 6.14 16 0.09 BDL BDL BDL 0.1400 BDL BDL BDL 0.1400
10/17/96 5.99 6.07 14 NA BDL BDL BDL 0.1700 BDL BDL BDL 0.1700
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 6 6.08 15 NA BDL BDL BDL 0.1100 BDL BDL BDL 0.1100
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 7 5.92 8.6 NA BDL BDL BDL 0.0710 BDL BDL BDL 0.0710
4/8/99 6 6.07 8.6 NA BDL BDL BDL 0.0530 BDL BDL BDL 0.0530
10/14/99 6 6.42 4.7 NA BDL BDL BDL 0.0290 BDL BDL BDL 0.0290
10/17/00 7 6.41 4.8 NA BDL BDL BDL 0.0280 BDL BDL BDL 0.0280
10/16/01 7 5.93 6.3 NA BDL BDL BDL 0.0390 BDL BDL BDL 0.3900
10/29/02 NA 5.73 NA NA BDL BDL BDL 0.0290 BDL BDL BDL 0.0290
10/17/03 6 6.10 NA NA BDL BDL BDL 0.0220 BDL BDL BDL 0.0220
10/29/04 6 5.93 NA NA BDL BDL BDL 0.0077 BDL BDL BDL 0.0077
10/29/05 NA 6.09 NA NA BDL BDL BDL 0.0061 BDL BDL BDL 0.0061
11/20/06 NA 6.42 NA NA BDL BDL BDL 0.0058 BDL BDL BDL 0.0058
10/24/07 NA 6.00 NA NA BDL BDL BDL 0.0082 BDL BDL BDL 0.0082
11/3/08 NA 5.90 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
12/23/09 NA 5.80 NA NA BDL BDL BDL 0.0111 BDL BDL BDL 0.0111
4/30/11 NA 6.30 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
1/21/13 6 6.80 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/23/13 NA 5.80 NA NA BDL BDL BDL 0.0150 BDL BDL BDL 0.015
10/22/14 NA 6.30 NA NA BDL BDL BDL 0.0049 BDL BDL BDL 0.0049
10/15/15 NA 6.10 3.8 BDL BDL BDL BDL 0.0113 BDL BDL BDL 0.0113
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 7 of 16
MW-7C
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled fSU) ISU) (mq/L) fmq/L) (mq/L) (mq/L) Jmq/L) (mq/L) fmq/L) fmq/L) Jmq/L) fmq/L)
1/91 NA NA NA NA BQL BQL BQL BQL BQL BQL BQL BQL
7/23/93 NA NA NA NA BQL BQL BQL BQL BQL BQL BQL BQL
9/28/94 6 6.14 2.4 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
1/17/95 6 6.07 34 0.18 BDL BDL BDL BDL BDL BDL BDL BDL
4/12/95 7 6.47 2.4 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
7/12/95 6 6.42 2.48 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/11/95 6 6.20 2.2 <0.01 BDL BDL BDL 0.0030 BDL BDL BDL 0.003
4/25/96 5.5 6.41 2.2 <0.01 BDL BDL BDL BDL BDL BDL BDL BDL
10/17/96 6.47 6.42 2.5 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/4/97 7 6.45 2.4 NA BDL BDL BDL BDL BDL BDL BDL BDL
10/2/97 6 6.74 2.7 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/9/98 NA 6.11 2.5 NA BDL BDL BDL BDL BDL BDL BDL BDL
10/13/98 7 6.61 NA NA BDL BDL BDL BDL 0.0051(1) BDL BDL 0.0051(1)
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 8 of 16
MW-8
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled (SU) LSUl jmq/L) (mq/L) fmq/L) (mq/L) fmq/L) fmq/L) (mq/L) fmq/L) fmq/L). (mq/L)
1/91 NA NA 7.8 NA BQL BQL BQL 0.0110 BQL BQL BQL 0.0110
7/23/93 NA NA NA NA BQL BQL BQL BQL BQL BQL BQL BQL
9/28/94 6 5.12 6.4 0.06 BDL BDL BDL 0.0110 BDL BDL BDL 0.0110
1/17/95 5.5 5.19 35 0.14 BDL BDL BDL 0.0068 BDL BDL BDL 0.0068
4/12/95 6 5.72 6.7 <0.02 BDL BDL BDL 0.0040 BDL BDL BDL 0.0040
7/12/95 6 5.93 6.59 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/11/95 6 5.50 7.1 <0.01 BDL BDL BDL 0.0030 BDL BDL BDL 0.0030
4/25/96 6 5.63 6.3 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/17/96 5.58 5.59 5.7 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 6 5.56 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 6 5.61 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 9 of 16
MW-9
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled JSU) (SU) (mq/L) fmq/L) (mq/L) (mq/L) fmq/L) fmq/L) (mq/L) fmq/L) Jmq/L) (mq/L)
1/91 NA NA 2.4 NA BQL BQL BQL BQL BQL BQL BQL BQL
7/23/93 NA NA NA NA BQL BQL BQL BQL BQL BQL BQL BQL
9/28/94 NA NA NA NA NA NA NA NA NA NA NA NA
1/17/95 NA NA NA NA NA NA NA NA NA NA NA NA
4/12/95 NA NA NA NA NA NA NA NA NA NA NA NA
7/12/95 NA NA NA NA NA NA NA NA NA NA NA NA
10/11/95 NA NA NA NA NA NA NA NA NA NA NA NA
4/25/96 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/96 NA NA NA NA NA NA NA NA NA NA NA NA
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 NA NA NA NA NA NA NA NA NA NA NA NA
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 NA NA NA NA NA NA NA NA NA NA NA NA
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 10 of 16
MW-10
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled jSU) jSU) fmq/L) fmq/L) fmq/L) (mq/L) (mq/L) (mq/Ll jmq/LZ fmq/L) jmq/L) fmq/L)
1/91 NA NA 2.6 NA BQL BQL BQL 0.5400 BQL BQL BQL 0.5400
7/23/93 NA NA NA NA BQL BQL BQL 0.2600 BQL BQL BQL 0.2600
9/28/94 6 5.87 6.9 <0.02 BDL BDL BDL 0.2700 BDL BDL BDL 0.2700
1/17/95 6 5.57 2.6 <0.02 BDL BDL BDL 0.2350 BDL BDL BDL 0.2350
4/12/95 6 5.72 3.1 <0.02 BDL BDL BDL 0.2020 BDL BDL BDL 0.2020
7/12/95 6 6.01 3.13 <0.02 BDL BDL BDL 0.2610 BDL BDL BDL 0.2610
10/11/95 6 5.80 3 <0.01 BDL BDL BDL 0.2240 BDL BDL BDL 0.2240
4/25/96 6 5.90 3.2 <0.01 BDL BDL BDL 0.1200 BDL BDL BDL 0.1200
10/17/96 5.95 5.90 2.8 NA BDL BDL BDL 0.0870 BDL BDL BDL 0.0870
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 6 5.95 NA NA BDL BDL BDL 0.1500 BDL BDL BDL 0.1500
4/9/98 NA NA NA NA NA NA NA NA NA NA NA NA
10/13/98 7 5.91 NA NA BDL BDL BDL 0.1400 BDL BDL BDL 0.1400
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

Mr
TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 11 of 16
M W-11
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled fS�U fS�U fmq/L) (mq/L) fmq/L) (mq/L) (mq/L) (mg/L) (mq/L) (mq/L) (mq/L) (mq/Ll
1/91 NA NA 64 NA 0.071 BQL BQL 1.7000 BQL BQL BQL 1.7710
1/91 NA NA 67 NA NA NA NA NA NA NA NA NA
7/23/93 NA NA NA NA BQL BQL BQL 0.8200 BQL BQL BQL 0.8200
9/28/94 6 5.16 15 0.09 0.012 BDL BDL 0.4460 BDL BDL BDL 0.4580
1/17/95 5.5 5.13 32 0.14 0.007 BDL BDL 0.8280 BDL BDL BDL 0.8350
4/12/95 6 5.49 44 <0.02 0.0067 BDL BDL 0.9830 BDL BDL BDL 0.9897
7/12/95 6 5.84 37.4 <0.02 BDL BDL BDL 0.8600 BDL BDL BDL 0.8600
10/11/95 6 5.40 23 <0.01 0.007 BDL BDL 0.7040 BDL BDL BDL 0.7110
4/25/96 6 5.53 23 <0.02 BDL BDL BDL 0.4400 BDL BDL BDL 0.4400
10/17/96 5.53 5.49 16 NA BDL BDL BDL 0.3600 BDL BDL BDL 0.3600
4/4/97 6 5.54 18 NA BDL BDL BDL 0.3600 BDL BDL BDL 0.3600
10/2/97 6 5.46 22 NA BDL BDL BDL 0.3100 BDL BDL BDL 0.3100
4/3/98 NA 5.25 17 NA BDL BDL BDL 0.1800 BDL BDL BDL 0.1800
10/13/98 6.5 5.61 16 NA BDL BDL BDL 0.1900 BDL BDL BDL 0.1900
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

,
TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 12 of 16
MW-12
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled (SU) fSU) (mq/L) fmq/L) fmq/L) (mq/L) fmq/L) fmq/L) (mq/L) jmq/Li: fmq/L) Jmq/L).
1/91 NA NA 1.7 NA BQL BQL BQL 0.2000 BQL BQL BQL 0.2000
7/23/93 NA NA NA NA BQL BQL BQL 0.0510 BQL BQL BQL 0.0510
9/28/94 6 5.23 2.3 <0.02 BDL BDL BDL 0.2480 BDL BDL BDL 0.2480
1/17/95 5.5 4.31 1.3 <0.02 BDL BDL BDL 0.2400 BDL BDL BDL 0.2400
4/12/95 6 5.31 1.4 <0.02 BDL BDL BDL 0.0900 BDL BDL BDL 0.0900
7/12/95 6 5.82 1.61 <0.02 BDL BDL BDL 0.1240 BDL BDL BDL 0.1240
10/11/95 6 5.30 1.3 <0.01 BDL BDL BDL 0.1250 BDL BDL BDL 0.1250
4/25/96 6 5.28 1.4 <0.01 BDL BDL BDL 0.0750 BDL BDL BDL 0.0750
10/17/96 5.38 5.34 2.1 NA BDL BDL BDL 0.2000 BDL BDL BDL 0.2000
4/4/97 7 5.11 10 NA BDL 0.0054 BDL 0.2900 BDL BDL BDL 0.2954
10/2/97 6 4.95 16 NA BDL BDL BDL 0.2700 BDL BDL BDL 0.2700
4/9/98 NA 4.57 13 NA BDL BDL BDL 0.2200 BDL BDL BDL 0.2200
10/13/98 6 5.00 NA NA BDL BDL BDL 0.1600 BDL BDL BDL 0.1600
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

r
r
TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 13 of 16
MW-13
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled fSU) 'SU) (mq/L) (mq/L) (mq/L) (mq/L) (mq/L) (mq/q fmq/L) fmq/L) fmq/L) (mq/L)
1/91 NA NA 1.91 NA BQL BQL BQL BQL BQL BQL BQL BQL
7/23/93 NA NA NA NA BQL BQL BQL 0.0400 BQL BQL BQL 0.0400
9/28/94 6 5.74 23.0 <0.02 BDL BDL BDL 0.0647 BDL BDL BDL 0.0647
1/17/95 5.5 5.42 2.4 <0.02 BDL BDL BDL 0.0417 BDL BDL BDL 0.0417
4/12/95 6 5.79 2.6 <0.02 BDL BDL BDL 0.0410 BDL BDL BDL 0.0410
7/12/95 6 5.61 3.13 0.02 BDL BDL BDL 0.0295 BDL BDL BDL 0.0295
10/11/95 6 5.60 28.0 <0.01 BDL BDL BDL 0.0350 BDL BDL BDL 0.0350
4/25/96 6 5.72 2.4 <0.02 BDL BDL BDL 0.0190 BDL BDL BDL 0.0190
10/17/96 5.62 5.71 2.4 NA BDL BDL BDL 0.0290 BDL BDL BDL 0.0290
4/4/97 6 5.77 2.2 NA BDL BDL BDL 0.0140 BDL BDL BDL 0.0140
10/2/97 6 6.25 2.5 NA BDL BDL BDL 0.0240 BDL BDL BDL 0.0240
4/9/98 NA 5.40 2.4 NA BDL BDL BDL 0.0200 BDL BDL BDL 0.0200
10/13/98 6 5.77 NA NA BDL BDL BDL 0.0190 BDL BDL BDL 0.0190
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

MIK
TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 14 of 16
MW-14
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled fSU) (SU) (mq/L) (mq/L1 Jmq/L). Jmq/L) Jmq/L) Jmq/L) (mq/L) fmq/L) Jmq/L) jmq/L).
1/91 NA NA 10.7 NA BQL BQL 0.010 10.500 BQL BQL BQL 10.5100
7/23/93 NA NA NA NA BQL BQL BQL 0.3900 BQL BQL BQL 0.3900
9/28/94 6 5.70 8.8 <0.02 0.0078 BDL BDL 0.2080 BDL BDL BDL 0.2158
1/17/95 5.5 1.89 10 0.21 0.0045 BDL BDL 0.2180 BDL BDL 0.002 0.2245
4/12/95 6 5.43 11 <0.02 BDL BDL BDL 0.2370 BDL BDL BDL 0.2370
7/12/95 6 5.48 12.4 <0.02 BDL BDL BDL 0.2100 BDL BDL BDL 0.2100
10/11/95 6 5.60 11 <0.01 0.004 BDL BDL 0.2240 BDL BDL BDL 0.2280
4/25/96 6 5.51 10 <0.01 BDL BDL BDL 0.1600 BDL BDL BDL 0.1600
10/17/96 5.53 5.55 8.4 NA BDL BDL BDL 0.1300 BDL BDL BDL 0.1300
4/4/97 6 5.54 8.2 NA BDL BDL BDL 0.1600 BDL BDL BDL 0.1600
10/2/97 6 5.84 7.4 NA BDL BDL BDL 0.1200 BDL BDL BDL 0.1200
4/9/98 NA 5.13 6.6 NA BDL BDL BDL 0.1400 BDL BDL BDL 0.1400
10/13/98 6 5.79 6.4 NA BDL BDL BDL 0.1000 BDL BDL BDL 0.1000
4/8/99 6 5.69 5.3 NA BDL BDL BDL 0.0890 BDL BDL BDL 0.0890
10/14/99 6 5.84 NA NA BDL BDL BDL 0.0700 BDL BDL BDL 0.0700
10/17/00 6.5 5.82 NA NA BDL BDL BDL 0.0630 BDL BDL BDL 0.0630
10/16/01 7 5.69 4.4 NA BDL BDL BDL 0.0340 BDL BDL BDL 0.0340
10/29/02 NA 5.67 NA NA BDL BDL BDL 0.0390 BDL BDL BDL 0.0390
10/20/03 NA 6.00 NA NA BDL BDL BDL 0.0360 BDL BDL BDL 0.0360
10/29/04 5 5.43 NA NA BDL BDL BDL 0.0310 BDL BDL BDL 0.0310
10/29/05 NA 5.89 NA NA BDL BDL BDL 0.0210 BDL BDL BDL 0.0210
11/20/06 NA 5.78 3.8 NA BDL BDL BDL 0.0170 BDL BDL BDL 0.0170
10/24/07 NA 5.90 NA NA BDL BDL BDL 0.0200 BDL BDL BDL 0.2000
11/3/08 NA 5.90 NA NA BDL BDL BDL 0.0157 BDL BDL BDL 0.0157
12/23/09 NA 5.70 NA NA BDL BDL BDL 0.0128 BDL BDL BDL 0.0128
4/30/11 6.1 5.80 NA NA BDL BDL BDL 0.0095 BDL BDL BDL 0.0095
1/21/13 6 7.50 NA NA BDL BDL BDL 0.0097 BDL BDL BDL 0.0097
10/23/13 NA 5.70 NA NA BDL BDL BDL 0.0084 BDL BDL BDL 0.0840
10/22/14 NA 6.00 NA NA BDL BDL BDL 0.0068 BDL BDL BDL 0.0068
10/15/15 NA 5.90 2.9 0.044 BDL BDL BDL 0.0057 BDL BDL BDL 0.0057
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

alb
TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 15 of 16
MW-15
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled (SU) (SU) jmq/L) (mq/L). (mq/L) (mq/L) (mq/L) jmq/L) jmq/L) jmq/L) jmq/L) jmq/L)
1/91 NA NA 2.91 NA BQL BQL BQL BQL BQL BQL BQL BQL
7/23/93 NA NA NA NA BQL BQL BQL BQL BQL BQL BQL BQL
9/28/94 6 5.73 3.1 0.08 BDL BDL BDL BDL BDL BDL BDL BDL
1/17/95 5.5 5.21 2.8 0.19 BDL BDL BDL BDL BDL BDL BDL BDL
4/12/95 5 5.27 2.8 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
7/12/95 6 6.07 2.86 <0.02 BDL BDL BDL BDL BDL BDL BDL BDL
10/11/95 6 5.60 2.9 <0.01 BDL BDL BDL 0.0034 BDL BDL BDL 0.0034
4/25/96 6 5.63 2.5 <0.01 BDL BDL BDL BDL BDL BDL BDL BDL
10/17/96 5.5 5.63 2.4 NA BDL BDL BDL BDL BDL BDL BDL BDL
4/4/97 NA NA NA NA NA NA NA NA NA NA NA NA
10/2/97 6 5.61 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/9/98 NA NA NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/13/98 6 5.62 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
4/8/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/14/99 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/00 NA NA NA NA NA NA NA NA NA NA NA NA
10/16/01 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/02 NA NA NA NA NA NA NA NA NA NA NA NA
10/17/03 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/04 NA NA NA NA NA NA NA NA NA NA NA NA
10/29/05 NA NA NA NA NA NA NA NA NA NA NA NA
11/20/06 NA NA NA NA NA NA NA NA NA NA NA NA
10/24/07 NA NA NA NA NA NA NA NA NA NA NA NA
11/3/08 NA NA NA NA NA NA NA NA NA NA NA NA
12/23/09 NA NA NA NA NA NA NA NA NA NA NA NA
4/30/11 NA NA NA NA NA NA NA NA NA NA NA NA
1/21/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/23/13 NA NA NA NA NA NA NA NA NA NA NA NA
10/22/14 NA NA NA NA NA NA NA NA NA NA NA NA
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028

TABLE 2
Summary Of Ground Water Analytical Results
Gaston County Dyeing Machine Company(Stanley)
GWI No.0528
Page 16 of 16
MW-16
Field Laboratory 1,1,1 1,1 1,1 Methylene Total
pH pH Nitrates Nitrites Trichloroethane Dichloroethene Dichloroethane Tetrachloroethene Chloride Chloroform Trichloroethene VOC
Date Sampled 'SU) (SU) (mq/L) fmq/L) Jmq/L) Jmq/L). Jmq/L) (mq/L), (mq/L) Jmq/L) Jmq/L) fmq/L)
1/91 NA NA NA NA NA NA NA NA NA NA NA NA
12/91 NA NA NA NA 0.0055 BQL BQL BQL BQL BQL BQL 0.1035
7/23/93 NA NA NA NA BDL BQL BQL 0.044 BQL BQL BQL 0.0440
9/28/94 NA NA NA NA NA NA NA NA NA NA NA NA
1/17/95 NA NA NA NA NA NA NA NA NA NA NA NA
4/12/95 5 5.74 1.9 <0.02 BDL BDL BDL 0.0115 BDL BDL BDL 0.0115
7/12/95 NA NA NA NA NA NA NA NA NA NA NA NA
10/11/95 NA NA NA NA NA NA NA NA NA NA NA NA
11/7/95 NA NA NA NA BDL BDL BDL 0.0399 BDL BDL BDL 0.0399
4/25/96 6 5.94 1.8 <0.01 BDL BDL BDL 0.0074 BDL BDL BDL 0.0074
10/17/96 5.8 5.92 2.2 NA BDL BDL BDL 0.0300 BDL BDL BDL 0.0300
4/4/97 7 5.90 1.6 NA BDL BDL BDL 0.0120 BDL BDL BDL 0.0120
10/2/97 6 6.60 3.6 NA BDL BDL BDL 0.0560 BDL BDL BDL 0.0560
4/9/98 NA 5.55 1.3 NA BDL BDL BDL 0.0062 BDL BDL BDL 0.0062 1
10/13/98 6.5 5.91 3.4 NA BDL BDL BDL 0.0550 BDL BDL BDL 0.0550
4/8/99 6 5.89 1.5 NA BDL BDL BDL 0.0220 BDL BDL BDL 0.0220
10/14/99 6 5.82 NA NA BDL BDL BDL 0.0640 BDL BDL BDL 0.0640
10/17/00 7 5.93 NA NA BDL BDL BDL 0.0250 BDL BDL BDL 0.0250
10/16/01 7 5.69 3.4 NA BDL BDL BDL 0.0300 BDL BDL BDL 0.0300
10/29/02 NA 5.73 NA NA BDL BDL BDL 0.0430 BDL BDL BDL 0.0430
10/20/03 NA 5.90 NA NA BDL BDL BDL 0.0050 BDL BDL BDL 0.0050
10/29/04 6 5.62 NA NA BDL BDL BDL 0.0110 BDL BDL BDL 0.0110
11/1/05 NA 5.39 NA NA BDL BDL BDL 0.0220 BDL BDL BDL 0.0220
11/20/06 NA 6.17 1.7 NA BDL BDL BDL 0.0081 BDL BDL BDL 0.0081
10/24/07 NA 5.90 NA NA BDL BDL BDL 0.0169 BDL BDL BDL 0.0169
11/3/08 NA 6.10 NA NA BDL BDL BDL 0.0133 BDL BDL BDL 0.0133
12/23/09 NA 5.90 NA NA BDL BDL BDL 0.0098 BDL BDL BDL 0.0098
4/30/11 6.4 6.10 NA NA BDL BDL BDL 0.0061 BDL BDL BDL 0.0061
1/21/13 6 6.60 NA AN BDL BDL BDL 0.0085 BDL BDL BDL 0.0085
10/23/13 NA 5.80 NA NA BDL BDL BDL BDL BDL BDL BDL BDL
10/22/14 NA 6.20 NA NA BDL BDL BDL 0.0044 BDL BDL BDL 0.0044
10/15/15 NA 5.90 2.1 BDL BDL BDL BDL 0.0045 BDL BDL BDL 0.0045
Regulatory Standard 6.5-8.5 6.5-8.5 10.00 1.00 0.2000 0.0070 0.7000 0.0007 0.0050 0.00019 0.0028
Laboratory results from 1/91 sampling event for MW-16 detected 0.098 mg/L of 1,1,2-Trichloroethane
All concentrations are shown as milligrams per liter which is roughly equivalent to parts per million.
pH concentrations are in Standard Units
NA-not analyzed
BdL-below detection limits
BOLD represents concentrations exceeding the NCAC 15A 2L standards.
All analytical results prior to April 1996 were taken from the Conceptual Corrective Action plan and the previous Quarterly Monitoring reports.

I i
Only VOC concentrations presented in the table are included in the total VOC calculations. Nova assigned the value of zero for concentrations below the laboratory detection limit.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co.(Stanley Site)
GWI No.0528
Page 1 of 4
1,1,1 1,1,2 Methylene
pH Nitrates Trichloroethane Trichloroethane Tetrachloroethene Chloride Chloroform
Sample Date (SU) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L)
Influent 10/14/1994 NA 31 BDL BDL BDL BDL BDL
Effluent(Between Carbons) 10/14/1994 NA 44 BDL BDL BDL BDL BDL
Influent 10/25/1994 NA 17 BDL BDL 0.222 BDL BDL
**Effluent(Between carbons) 10/25/1994 NA 13 BDL BDL BDL BDL BDL
Influent 11/8/1994 NA 16 0.0060 BDL 0.260 BDL BDL
Effluent(Between Carbons) 11/8/1994 NA 16 BDL BDL BDL BDL BDL
Influent 11/21/1994 NA 11 0.0033 BDL 0.239 BDL BDL
Effluent(Between Carbons) 11/21/1994 NA 15 BDL BDL BDL BDL BDL
Influent 12/7/1994 NA 13 0.0048 BDL 0.300 BDL BDL
Effluent(Between Carbons) 12/7/1994 NA 13 BDL BDL BDL BDL BDL
Influent 12/21/1994 NA 30 0.0050 BDL 0.277 BDL BDL
Effluent(Between Carbons) 12/21/1994 NA 27 BDL BDL BDL BDL BDL
Influent 1/17/1995 NA 11 0.0025 BDL 0.196 BDL BDL
Effluent(Between Carbons) 1/17/1995 NA 13 BDL BDL BDL BDL BDL
Influent 2/22/1995 NA 15 0.0070 BDL 0.380 BDL BDL
Effluent(Between Carbons) 2/22/1995 NA 17 BDL BDL 0.009 BDL BDL
Influent 3/14/1995 NA 16 0.0030 BDL 0.232 BDL BDL
Effluent(Between Carbons) 3/14/1995 NA NA BDL BDL BDL BDL BDL
Effluent(After Both Carbons) 3/14/1995 NA 19 BDL BDL BDL BDL BDL
Influent 4/11/1995 NA 12 BDL BDL 0.200 BDL BDL
Effluent(Between Carbons) 4/11/1995 NA 13 BDL BDL BDL BDL BDL
Influent 5/18/1995 NA 14 BDL BDL 0.208 BDL BDL
Effluent(Between Carbons) 5/18/1995 NA 13 BDL BDL BDL BDL BDL
Influent 6/2/1995 NA 12.4 BDL BDL 0.304 BDL BDL
Effluent(Between Carbons) 6/2/1995 NA 12 BDL BDL BDL BDL BDL
Influent 7/17/1995 NA 11 BDL BDL 0.021 BDL BDL
Effluent(Between Carbons) 7/17/1995 NA 13 BDL BDL BDL BDL BDL
Influent 8/9/1995 NA 103 BDL BDL 0.166 BDL BDL
Effluent(Between Carbons) 8/9/1995 NA 115 BDL BDL BDL BDL BDL
Influent 9/13/1995 NA 11 BDL BDL 0.0596 BDL BDL
Effluent(Between Carbons) 9/13/1995 NA 20 BDL BDL BDL BDL BDL
2L Standard 6.5-8.5 10 0.2000 NL 0.0007 0.0050 0.0002
NL-Not Listed in NCAC Title 15A,Subchapter 2L;therefore,the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA-Not Analyzed BDL-Below Detection Limits
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period,see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co.(Stanley Site)
GWI No.0528
Page 2 of 4
1,1,1 1,1,2 Methylene
pH Nitrates Trichloroethane Trichloroethane Tetrachloroethene Chloride Chloroform
Sample Date (SU) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L)
Influent 10/2/1995 NA 12 SB SB SB SB SB
Effluent(Between Carbons) 10/2/1995 NA 7.4 SB SB SB SB SB
Influent 11/7/1995 NS NS BDL BDL 0.143 BDL BDL
Effluent(Between Carbons) 11/7/1995 NS NS BDL BDL LIDL BDL BDL
Influent 11/15/1995 NA 8.5 BDL BDL 0.016 BDL BDL
Effluent(Between Carbons) 11/15/1995 NA 12 BDL BDL BDL BDL BDL
Influent 12/21/1996 NA 10 BDL BDL 0.018 BDL BDL
Effluent(Between Carbons) 12/21/1996 NA 8.8 BDL BDL BDL BDL BDL
Influent 1/31/1996 NA 7.92 BDL BDL 0.055 BDL BDL
Effluent(Between Carbons) 1/31/1996 NA 12.5 BDL BDL BUL BIJL BDL
Influent 4/9/1996 NA NA BDL BDL 0.011 _ BDL BDL
Effluent(Between Carbons) 4/9/1996 NA NA BDL BDL BDL BDL BDL
Effluent(After Both Carbons) 4/9/1996 NA 10 BDL EtUL BDL BDL BDL
Influent 5/13/1996 NA 11 NA NA NA NA NA
Effluent(Between Carbons) 5/13/1996 NA 12 NA NA NA NA NA
Influent 7/18/1996 NA 11 BDL BDL 0.180 BDL BDL
Effluent(Between Carbons) 7/18/1996 NA 11 BDL BDL BDL BDL BDL
Effluent(After Both Carbons) 7/18/1996 NA 11 BDL BDL BDL BDL BDL
Influent 10/18/1996 NA 9.1 BDL BDL 0.140 BDL BDL
Effluent(Between Carbons) 10/18/1996 NA 8.7 BDL BDL BDL BDL BDL
Effluent(After Both Carbons) 10/18/1996 NA 8.4 BDL BDL BDL BDL BDL
Influent 1/15/1997 6.28 15 BDL BDL 0.150 BDL BDL
Effluent(Between Carbons) 1/15/1997 6.20 17_ BDL BDL BDL BDL BDL
Effluent(After Both Carbons) 1/15/1997 6.43 14 BDL BDL BDL BDL BDL
Influent 4/4/1997 7.00 11 BDL BDL 0.046 BDL BDL
Effluent(Between Carbons) 4/4/1997 6.65 12 BDL BDL BDL BDL BDL
Effluent(After Both Carbons) 4/4/1997 6.36 12 BDL BDL BDL BDL BDL
Influent 10/3/1997 6.6 8 BDL BDL 0.100 BDL BDL
Effluent(Between Carbons) 10/3/1997 6.5 9.4 BDL BDL BDL BDL BDL
Effluent(After Both Carbons) 10/3/1997 6.6 8.8 BDL BDL BDL BDL BDL
2L Standard 6.5-8.5 1U U.2000 NL U.000( 0.0050 0.0002
NL-Not Listed in NCAC Title 15A,Subchapter 2L;therefore,the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA-Not Analyzed BDL-Below Detection Limits
SB-Samples broken; resampled on 11/07/95 NS-Not Sampled
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period,see the laboratory analytical report.

1 TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co.(Stanley Site)
GWI No.0528
Page 3 of 4
1,1,1 1,1,2 Methylene
pH Nitrates Trichloroethane Trichloroethane Tetrachloroethene Chloride Chloroform
Sample Date (SU) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L)
Influent 4/9/1998 5.45 8.1 BDL BDL 0.1400 BDL BDL
Effluent(Between Carbons) 4/9/1998 5.65 8.2 BDL BDL 0.0100 BDL BDL
Effluent(After Carbons) 4/9/1998 5.71 8.2 BDL BDL BDL BDL BDL
Influent 10/13/1998 5.80 6.8 BDL BDL 0.0840 BDL BDL
Effluent(Between Carbons) 10/13/1998 5.82 6.1 BDL BDL 0.0360 BDL BDL
Effluent(After Carbons) 10/13/1998 5.72 6.8 BUL BDL BDL BDL BDL
Influent 4/8/1999 7.40 7.0 BDL BDL 0.0085 BDL BDL
Effluent Between Carbons) 4/8/1999 6.71 8.5 BDL BDL 0.0560 BDL BDL
Effluent After Both Carbons) 4/8/1999 6.16 9.2 BDL BDL BDL BDL BDL
Influent 10/14/1999 7.77 9.0 BDL BDL BDL BDL BDL
Effluent Between Carbons) 10/14/1999 6.16 15.0 BDL BDL 0.0081 BDL BDL
Effluent(After Both Carbons) 10/14/1999 10.3(1) <0.05(1) BDL BDL BDL BDL BDL
Influent 10/17/2000 NA NA NA NA NA NA NA
Effluent(Between Carbons) 10/17/2000 NA NA NA NA NA NA NA
Effluent(After Carbons) 10/17/2000 NA NA NA NA NA NA NA
Influent 10/16/2001 5.94 5.3 BDL BDL 0.0200 BDL BDL
Effluent(Between Carbons) 10/16/2001 NA NA NA NA NA NA NA
Effluent(After Carbons) 10/16/2001 5.6 5.3 BDL BDL BDL BDL BDL
Influent 7/12/2002 5.76 5.9 BDL BDL 0.0380 BDL BDL
Effluent(Between Carbons) 7/12/2002 NA NA NA NA NA NA NA
Effluent(After Carbons) 7/12/2002 5.67 5.7 BDL BDL BDL BDL BDL
Influent 10/31/2002 6.17 5.2 BDL BDL 0.0220 BDL BDL
Effluent(Between Carbons) 10/31/2002 NA NA NA NA NA NA NA
Effluent(After Carbons) 10/31/2002 5.77 7.0 BDL BDL BDL BDL BDL
Influent 10/17/2003 6.60 4.7 BDL BDL 0.0062 BDL BDL
Effluent(Between Carbons) 10/17/2003 7.10 NA BDL BDL BDL BDL BDL
Effluent(After Carbons) 10/17/2003 6.70 4.8 BDL BDL BDL BDL BDL
Influent 10/29/2004 5.74 4.8 BDL BDL 0.0084 BDL BDL
Effluent(Between Carbons) 10/29/2004 6.33 6.8 BDL BDL BDL BDL BDL
Effluent(After Caobons) 10/29/2004 6.17 7.7 BDL BDL BDL BDL BDL
Influent 12/2/2005 6.94 4.4 BDL BDL 0.0058 BDL BDL
Effluent(Between Carbons) 11/10/2005 6.67 4.5 BDL BDL BDL BDL BDL
Effluent(After Carbons) 11/10/2005 6.51 4.6 BDL BDL BDL BDL BDL
Influent 11/20/2006 6.68 4.3 BDL BDL 0.0056 BDL BDL
Effluent(Between Carbons) 11/20/2006 6.28 3.9 BDL BDL 0.0100 BDL BDL
Effluent(After Carbons) 11/20/2006 6.68 3.6 BDL BDL BDL -
BDL BDL
2L Standard 6.5-8.5 10 U.2000 NL O.0007 U.005 0.0002
NL-Not Listed in NCAC Title 15A,Subchapter 2L;therefore,the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA-Not Analyzed BDL-Below Detection Limits
SB-Samples broken; resampled on 11/07/95 NS-Not Sampled
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period,see the laboratory analytical report.

TABLE 3
Summary of Ground Water Remediation System
Influent and Effluent Analytical Results
Gaston County Dyeing Machine Co.(Stanley Site)
GWI No.0528
Page 4 of 4
1,1,1 1,1,2 Methylene
pH Nitrates Trichloroethane Trichloroethane Tetrachloroethene Chloride Chloroform
Sample Date (SU) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L)
Influent 10/25/2007 6.40 3.7 BDL BDL BDL BDL BDL
Effluent(Between Carbons) 10/25/2007 6.40 3.7 BDL BDL 0.0086 BDL BDL
Effluent(After Carbons) 10/2b/2007 6.20 3.5 BDL BDL BDL BDL gb
Influent 11/3/2008 6.50 3.7 BDL BDL 0.0059 BDL BDL
Effluent(Between Carbons) 11/3/2008 6.70 3.8 BDL BDL BDL BDL BDL
Effluent(After Carbons) 11/3/2008 6.60 3.8 BDL BDL BDL BDL BDL
Influent 12/23/2009 6.60 4.0 BDL BDL 0.0063 BDL BDL
Effluent(Between Carbons) 12/23/2009 6.80 4.1 BDL BDL BDL BDL BDL
Effluent(After Carbons) 12/23/2009 6.40 4.2 BDL BDL BDL BDL BDL
Influent 4/30/2011 6.30 NA BDL BDL 0.0050 BDL BDL
Influent(Before Carbons) 4/30/2011 6.20 4.0* BDL BDL BDL BDL BDL
Effluent(Between Carbons) 4/30/2011 6.20 3.9* BDL BDL BDL BDL BDL
Effluent(After Carbons) 4/30/2011 6.20 4.0* BDL Bb BDL BDL BDL
Influent(Before Carbons) 5/8/2011 NA 4.0 NA NA NA NA NA
Influent(Between Carbons) 5/8/2011 NA 4.1 NA NA NA NA NA
Influent(After Carbons) 5/8/2011 NA 4.1 NA NA NA NA NA
Influent(Before Carbons) 1/21/2013 7.30 3.5 ND ND ND ND ND
Inflfuent(Between Carbons) 1/21/2013 7.60 3.6 ND ND 0.0076 ND ND
Eflleunt(After Carbons) 1/21/21013 7.20 3.6 ND ND 0.0062 ND ND
Influent(Before Carbons) 3/14/2013 7.30 3.7 ND ND ND ND ND
Influent(Between Carbons) 3/14/2013 7.40 1.6 ND ND ND ND ND
Effluent(After Carbons) 3/14/2013 7.30 ND ND ND ND ND ND
Influent( efore Carbons) 10/23/2013 6.80 3.6 ND ND ND ND ND
Influent Between Carbons) 10/23/2013 6.50 3.2 ND ND ND ND ND
Effluent After Carbons) 10/23/2013 6.60 2.8 ND ND ND ND ND
Influent( efore Carbons) 10/22/2014 7.00 3,4 ND ND ND ND ND
Influent Between Carbons) 10/22/2014 6.80 3.4 ND ND ND ND ND
Effluent After Carbons) 10/22/2014 6.50 3.3 ND ND ND ND ND
Influent( efore Carbons) 10/15/2015 6.30 3.5 ND ND ND ND ND
Influent Between Carbons) 10/15/2015 6.50 3.7 ND ND ND ND MD
Effluent After Carbons) 10/15/2015 6.20 3.7 ND ND ND ND ND
2L Stan and b.b-S.b 1U U.2UUU NL 0.000/ U.UUb U.00U2
NL-Not Listed in NCAC Title 15A,Subchapter 2L;therefore,the regulatory standard is the lowest laboratory quantitation limit
BOLD indicates concentrations above the 2L Standards
NA-Not Analyzed BDL-Below Detection Limits *out of hold time
Only constituents required to be reported are listed above. For a complete list of constituents analyzed during this monitoring period,see the laboratory analytical report.

FIGURES

1 MW-5
LEGEND 0
• MONITORING WELL
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ea PIEZOMETER — -. __ . _ _. _ . , --�
® RECOVERY WELL
• INJECTION WELL I I
;
cc
(AB) Abandon Well p I
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ci. rMW-1ta "~ I n
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O
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it
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MW-16
Site Plan Environmental November
Architecture 2015
Gaston County Dyeing Machine ngineering
South Buckoak Street nova Stanley, North Carolina PROJECT No. RH15-5986 Consulting Group,Inc. Figure 2

50
LEGEND 48 \\ PotvYW
-5
\ (50.85)
8 MONITORING WELL `\ \
fc PIEZOMETER 46\ \\ f-\1 - ,...,_._ _.._..,_.._._..�....�..._._.. .,. _
ED RECOVERY WELL I I 1
• INJECTION WELL 44\\ I II I
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I *- - I \ I _ ..._...__.__�
38 \ I i 1/NW-11 — "`"AB 1 \. •
1 \ I \ 47.3eL ( ) 1 r
36 1\ 1 ..�.- _.,_. ..0 1 1
MW 5 1 I NW-7117
a1 \�_ .__
II \ 39.0 ) 1 I \\ I / I'TIMM, \\ (4 )54) + \\
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32 `\ I\ I M -1A 1 1\ \ (46.36)
\ \ I fY (39 ) \ \ `•
\ 1 \ Ii \ \
11 1 \ $ \\ \• \
1 \ \ ••
I \ \ EIA
\ \• \
• .
0 M\M'1,10\
(32.88)
Shallow Groundwater Potentiometric Map Environmental November
Architecture 2015
Gaston County Dyeing Machine ngineering
South Buckoakorthgreet ova
Stanley, North Carolina PROJECT No. RH15-5986 consulting Group,Inc. Figure 2
i

LEGEND
q,MW 5
(ND)
O MONITORINGWEL_
Si PIEZOMETER --- .-_._`.".—`—.--�
ED RECOVERY WELL
■ I NJECT ON WELL I I
I
Tetrachloroethene rr
(o.0000)Concentration (mg/L) Y I
CZ I I
(ND) Not Detected a — co
AlW-,e i I
(AB) Abandon Well I I D
\ I
WW-3
—.�' �.�
(AB)
I
MW-7C / Rom) MW-8 _
RW 1r l®1tti t
MW- I W,CARPENTER ST
W.CARPENTER ST I I
f I
j M1V-'3
• L_..,.._—...+ _'"--
M 14
y is.005 i
0
14
x
CC
CL
MW-16
(0.0045)
Tetrachloroethene Groundwater Concentration Map Environmental November
Architecture 2015
Gaston County Dyeing Machine ngineering
South Buckoak Street nova Stanley, North Carolina PROJECT No. RH 15-5986 Consulting Group,Inc. Figure 2

APPENDIX A
LABORATORY ANALYTICAL REPORT

Pace Analytical Services,Inc.
aeAnalytical• 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
www.pacelabs.com
[phone]
October 20, 2015
Bob Hird
Nova Consulting
115 Unionville Indian Trail Rd
Indian Trail, NC 28079
RE: Project: RH15-5986
Pace Project No.: 92272131
Dear Bob Hird:
Enclosed are the analytical results for sample(s) received by the laboratory on October 15, 2015.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Taylor Ezell
[e-mail]
Project Manager
Enclosures
°�1 REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
@f without the written consent of Pace Analytical Services,Inc.. Page 1 of 19

Pace Analytical Services,Inc.
9800 Kincey Ave. Suite 100
aceAnalytical Huntersville,NC 28078
www.paceiabs.com [phone]
CERTIFICATIONS
Project: RH15-5986
Pace Project No.: 92272131
Charlotte Certification IDs
9800 Kincey Ave.Ste 100, Huntersville,NC 28078 Florida/NELAP Certification#:E87627
North Carolina Drinking Water Certification#:37706 Kentucky UST Certification#:84
North Carolina Field Services Certification#:5342 West Virginia Certification#:357
North Carolina Wastewater Certification#: 12 VirginiaNELAP Certification#:460221
South Carolina Certification#:99006001
Asheville Certification IDs
2225 Riverside Drive,Asheville,NC 28804 North Carolina Wastewater Certification#:40
Florida/NELAP Certification#:E87648 South Carolina Certification#:99030001
Massachusetts Certification#:M-NC030 West Virginia Certification#:356
North Carolina Drinking Water Certification#:37712 VirginiaNELAP Certification#:460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
without the written consent of Pace Analytical Services,Inc.. Page 2 of 19

Pace Analytical Services,Inc.
aceAnalytical a 9800 KinceyAve. Suite 100
Huntersville,NC 28078
1 www.pacelabs.com [phone]
I
ANALYTICAL RESULTS
Project: RI-I15-5986
Pace Project No.: 92272131
Sample: MW-7B Lab ID: 92272131001 Collected: 10/15/15 10:55 Received: 10/15/15 16:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 10/20/15 02:10 71-43-2
Bromodichloromethane ND ug/L 2.0 1 10/20/15 02:10 75-27-4
Bromoform ND ug/L 2.0 1 10/20/15 02:10 75-25-2
Bromomethane ND ug/L 2.0 1 10/20/15 02:10 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 10/20/15 02:10 56-23-5
Chlorobenzene ND ug/L 2.0 1 10/20/15 02:10 108-90-7
Chloroethane ND ug/L 2.0 1 10/20/15 02:10 75-00-3
Chloroform ND ug/L 2.0 1 10/20/15 02:10 67-66-3
Chloromethane ND ug/L 2.0 1 10/20/15 02:10 74-87-3
Dibromochloromethane ND ug/L 2.0 1 10/20/15 02:10 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:10 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:10 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:10 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 10/20/15 02:10 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 10/20/15 02:10 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 10/20/15 02:10 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 02:10 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 02:10 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 10/20/15 02:10 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 02:10 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 02:10 10061-02-6
Ethylbenzene ND ug/L 2.0 1 10/20/15 02:10 100-41-4
Methylene Chloride ND ug/L 2.0 1 10/20/15 02:10 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 10/20/15 02:10 79-34-5
Tetrachloroethene 11.3 ug/L 2.0 1 10/20/15 02:10 127-18-4
Toluene ND ug/L 2.0 1 10/20/15 02:10 108-88-3
1,1,1-Trichioroethane ND ug/L 2.0 1 10/20/15 02:10 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 10/20/15 02:10 79-00-5
Trichloroethene ND ug/L 2.0 1 10/20/15 02:10 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 10/20/15 02:10 75-69-4
Vinyl chloride ND ug/L 2.0 1 10/20/15 02:10 75-01-4
Surrogates
4-Bromofluorobenzene(S) 107 % 70-130 1 10/20/15 02:10 460-00-4
Toluene-d8(S) 97 % 70-130 1 10/20/15 02:10 2037-26-5
1,2-Dichloroethane-d4(S) 99 % 70-130 1 10/20/15 02:10 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 6.1 Std.Units 0.10 1 10/18/15 17:51 H1,H6
353.2 Nitrogen,NO2/NO3 unpres Analytical Method: EPA 353.2
Nitrogen,Nitrate 3.8 mg/L 0.020 1 10/16/15 02:08
Nitrogen,Nitrite ND mg/L 0.020 1 10/16/15 02:08
Nitrogen,NO2 plus NO3 3.8 mg/L 0.020 1 10/16/15 02:08
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 3 of 19

Pace Analytical Services,Inc.
Kincey Ave.
100
aceAnalytical a 9800Hun ersv lle,NC'te 28078
wwwpacelabs.com [phone]
i
I
ANALYTICAL RESULTS
Project: RH15-5986
Pace Project No.: 92272131
Sample: INFLUINX Lab ID: 92272131002 Collected: 10/15/15 11:30 Received: 10/15/15 16:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 10/20/15 02:27 71-43-2
Bromodichloromethane ND ug/L 2.0 1 10/20/15 02:27 75-27-4
Bromoform ND ug/L 2.0 1 10/20/15 02:27 75-25-2
Bromomethane ND ug/L 2.0 1 10/20/15 02:27 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 10/20/15 02:27 56-23-5
Chlorobenzene ND ug/L 2.0 1 10/20/15 02:27 108-90-7
Chloroethane ND ug/L 2.0 1 10/20/15 02:27 75-00-3
Chloroform ND ug/L 2.0 1 10/20/15 02:27 67-66-3
Chloromethane ND ug/L 2.0 1 10/20/15 02:27 74-87-3
Dibromochloromethane ND ug/L 2.0 1 10/20/15 02:27 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:27 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:27 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:27 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 10/20/15 02:27 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 10/20/15 02:27 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 10/20/15 02:27 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 02:27 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 02:27 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 10/20/15 02:27 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 02:27 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 02:27 10061-02-6
Ethylbenzene ND ug/L 2.0 1 10/20/15 02:27 100-41-4
Methylene Chloride ND ug/L 2.0 1 10/20/15 02:27 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 10/20/15 02:27 79-34-5
Tetrachloroethene ND ug/L 2.0 1 10/20/15 02:27 127-18-4
Toluene ND ug/L 2.0 1 10/20/15 02:27 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 10/20/15 02:27 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 10/20/15 02:27 79-00-5
Trichloroethene ND ug/L 2.0 1 10/20/15 02:27 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 10/20/15 02:27 75-69-4
Vinyl chloride ND ug/L 2.0 1 10/20/15 02:27 75-01-4
Surrogates
4-Bromofluorobenzene(S) 107 % 70-130 1 10/20/15 02:27 460-00-4
Toluene-d8(S) 99 % 70-130 1 10/20/15 02:27 2037-26-5
1,2-Dichloroethane-d4(S) 98 % 70-130 1 10/20/15 02:27 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 6.3 Std. Units 0.10 1 10/18/15 17:51 H1,H6
353.2 Nitrogen,NO2/NO3 unpres Analytical Method:EPA 353.2
Nitrogen,Nitrate 3.5 mg/L 0.020 1 10/16/15 02:08
Nitrogen,Nitrite ND mg/L 0.020 1 10/16/15 02:08
Nitrogen,NO2 plus NO3 3.5 mg/L 0.020 1 10/16/15 02:08
REPORT OF LABORATORY ANALYSIS
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1
ANALYTICAL RESULTS
Project: RH15-5986
Pace Project No.: 92272131
Sample: BETWEEN CARBONS Lab ID: 92272131003 Collected: 10/15/15 11:40 Received: 10/15/15 16:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 10/20/15 02:45 71-43-2
Bromodichloromethane ND ug/L 2.0 1 10/20/15 02:45 75-27-4
Bromoform ND ug/L 2.0 1 10/20/15 02:45 75-25-2
Bromomethane ND ug/L 2.0 1 10/20/15 02:45 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 10/20/15 02:45 56-23-5
Chlorobenzene ND ug/L 2.0 1 10/20/15 02:45 108-90-7
Chloroethane ND ug/L 2.0 1 10/20/15 02:45 75-00-3
Chloroform ND ug/L 2.0 1 10/20/15 02:45 67-66-3
Chloromethane ND ug/L 2.0 1 10/20/15 02:45 74-87-3
Dibromochloromethane ND ug/L 2.0 1 10/20/15 02:45 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:45 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:45 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 10/20/15 02:45 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 10/20/15 02:45 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 10/20/15 02:45 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 10/20/15 02:45 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 02:45 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 02:45 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 10/20/15 02:45 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 02:45 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 02:45 10061-02-6
Ethylbenzene ND ug/L 2.0 1 10/20/15 02:45 100-41-4
Methylene Chloride ND ug/L 2.0 1 10/20/15 02:45 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 10/20/15 02:45 79-34-5
Tetrachloroethene ND ug/L 2.0 1 10/20/15 02:45 127-18-4
Toluene ND ug/L 2.0 1 10/20/15 02:45 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 10/20/15 02:45 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 10/20/15 02:45 79-00-5
Trichloroethene ND ug/L 2.0 1 10/20/15 02:45 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 10/20/15 02:45 75-69-4
Vinyl chloride ND ug/L 2.0 1 10/20/15 02:45 75-01-4
Surrogates
4-Bromofluorobenzene(S) 107 % 70-130 1 10/20/15 02:45 460-00-4
Toluene-d8(S) 98 % 70-130 1 10/20/15 02:45 2037-26-5
1,2-Dichloroethane-d4(S) 101 % 70-130 1 10/20/15 02:45 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 6.5 Std.Units 0.10 1 10/18/15 17:51 H1,H6
353.2 Nitrogen,NO2/NO3 unpres Analytical Method: EPA 353.2
Nitrogen,Nitrate 3.7 mg/L 0.020 1 10/16/15 02:08
Nitrogen,Nitrite ND mg/L 0.020 1 10/16/15 02:08
Nitrogen,NO2 plus NO3 3.7 mg/L 0.020 1 10/16/15 02:08
REPORT OF LABORATORY ANALYSIS
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Pace Analytical Services,Inc.
/12eAnalytical® 9800 Kinsey Ave. Suite 100
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ANALYTICAL RESULTS
Project: RH15-5986
Pace Project No.: 92272131
Sample: EFFLUENT Lab ID: 92272131004 Collected: 10/15/15 11:45 Received: 10/15/15 16:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 10/20/15 03:03 71-43-2
Bromodichloromethane ND ug/L 2.0 1 10/20/15 03:03 75-27-4
Bromoform ND ug/L 2.0 1 10/20/15 03:03 75-25-2
Bromomethane ND ug/L 2.0 1 10/20/15 03:03 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 10/20/15 03:03 56-23-5
Chlorobenzene ND ug/L 2.0 1 10/20/15 03:03 108-90-7
Chloroethane ND ug/L 2.0 1 10/20/15 03:03 75-00-3
Chloroform ND ug/L 2.0 1 10/20/15 03:03 67-66-3
Chloromethane ND ug/L 2.0 1 10/20/15 03:03 74-87-3
Dibromochloromethane ND ug/L 2.0 1 10/20/15 03:03 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:03 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:03 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:03 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 10/20/15 03:03 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 10/20/15 03:03 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 10/20/15 03:03 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 03:03 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 03:03 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 10/20/15 03:03 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 03:03 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 03:03 10061-02-6
Ethylbenzene ND ug/L 2.0 1 10/20/15 03:03 100-41-4
Methylene Chloride ND ug/L 2.0 1 10/20/15 03:03 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 10/20/15 03:03 79-34-5
Tetrachloroethene ND ug/L 2.0 1 10/20/15 03:03 127-18-4
Toluene ND ug/L 2.0 1 10/20/15 03:03 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 10/20/15 03:03 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 10/20/15 03:03 79-00-5
Trichloroethene ND ug/L 2.0 1 10/20/15 03:03 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 10/20/15 03:03 75-69-4
Vinyl chloride ND ug/L 2.0 1 10/20/15 03:03 75-01-4
Surrogates
4-Bromofluorobenzene(S) 103 % 70-130 1 10/20/15 03:03 460-00-4
Toluene-d8(S) 99 % 70-130 1 10/20/15 03:03 2037-26-5
1,2-Dichloroethane-d4(S) 99 % 70-130 1 10/20/15 03:03 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 6.2 Std.Units 0.10 1 10/18/15 17:51 H1,H6
353.2 Nitrogen,NO2/NO3 unpres Analytical Method:EPA 353.2
Nitrogen,Nitrate 3.7 mg/L 0.020 1 10/16/15 02:08
Nitrogen,Nitrite ND mg/L 0.020 1 10/16/15 02:08
Nitrogen,NO2 plus NO3 3.7 mg/L 0.020 1 10/16/15 02:08
REPORT OF LABORATORY ANALYSIS
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Pace Analytical Services,Inc.
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ANALYTICAL RESULTS
Project: RH15-5986
Pace Project No.: 92272131
Sample: MW-5 Lab ID: 92272131005 Collected: 10/15/15 13:00 Received: 10/15/15 16:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 10/20/15 03:20 71-43-2
Bromodichloromethane ND ug/L 2.0 1 10/20/15 03:20 75-27-4
Bromoform ND ug/L 2.0 1 10/20/15 03:20 75-25-2
Bromomethane ND ug/L 2.0 1 10/20/15 03:20 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 10/20/15 03:20 56-23-5
Chlorobenzene ND ug/L 2.0 1 10/20/15 03:20 108-90-7
Chloroethane ND ug/L 2.0 1 10/20/15 03:20 75-00-3
Chloroform ND ug/L 2.0 1 10/20/15 03:20 67-66-3
Chloromethane ND ug/L 2.0 1 10/20/15 03:20 74-87-3
Dibromochloromethane ND ug/L 2.0 1 10/20/15 03:20 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:20 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:20 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:20 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 10/20/15 03:20 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 10/20/15 03:20 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 10/20/15 03:20 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 03:20 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 03:20 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 10/20/15 03:20 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 03:20 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 03:20 10061-02-6
Ethylbenzene ND ug/L 2.0 1 10/20/15 03:20 100-41-4
Methylene Chloride ND ug/L 2.0 1 10/20/15 03:20 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 10/20/15 03:20 79-34-5
Tetrachloroethene ND ug/L 2.0 1 10/20/15 03:20 127-18-4
Toluene ND ug/L 2.0 1 10/20/15 03:20 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 10/20/15 03:20 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 10/20/15 03:20 79-00-5
Trichloroethene ND ug/L 2.0 1 10/20/15 03:20 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 10/20/15 03:20 75-69-4
Vinyl chloride ND ug/L 2.0 1 10/20/15 03:20 75-01-4
Surrogates
4-Bromofluorobenzene(S) 105 % 70-130 1 10/20/15 03:20 460-00-4
Toluene-d8(S) 97 % 70-130 1 10/20/15 03:20 2037-26-5
1,2-Dichloroethane-d4(S) 100 % 70-130 1 10/20/15 03:20 17060-07-0
9040 pH Analytical Method: EPA 9040
pH 6.7 Std.Units 0.10 1 10/18/15 17:51 H1,H6
353.2 Nitrogen,NO2/NO3 unpres Analytical Method: EPA 353.2
Nitrogen,Nitrate 0.64 mg/L 0.020 1 10/16/15 02:08
Nitrogen,Nitrite ND mg/L 0.020 1 10/16/15 02:08
Nitrogen, NO2 plus NO3 0.65 mg/L 0.020 1 10/16/15 02:08
REPORT OF LABORATORY ANALYSIS
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Pace Analytical Services,Inc.
• 9800Hunersvlle,C1280778
aeAnalytical
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ANALYTICAL RESULTS
Project: RH15-5986
Pace Project No.: 92272131
Sample: MW-14 Lab ID: 92272131006 Collected: 10/15/15 14:10 Received: 10/15/15 16:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 10/20/15 03:38 71-43-2
Bromodichloromethane ND ug/L 2.0 1 10/20/15 03:38 75-27-4
Bromoform ND ug/L 2.0 1 10/20/15 03:38 75-25-2
Bromomethane ND ug/L 2.0 1 10/20/15 03:38 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 10/20/15 03:38 56-23-5
Chlorobenzene ND ug/L 2.0 1 10/20/15 03:38 108-90-7
Chloroethane ND ug/L 2.0 1 10/20/15 03:38 75-00-3
Chloroform ND ug/L 2.0 1 10/20/15 03:38 67-66-3
Chloromethane ND ug/L 2.0 1 10/20/15 03:38 74-87-3
Dibromochloromethane ND ug/L 2.0 1 10/20/15 03:38 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:38 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:38 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:38 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 10/20/15 03:38 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 10/20/15 03:38 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 10/20/15 03:38 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 03:38 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 03:38 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 10/20/15 03:38 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 03:38 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 03:38 10061-02-6
Ethylbenzene ND ug/L 2.0 1 10/20/15 03:38 100-41-4
Methylene Chloride ND ug/L 2.0 1 10/20/15 03:38 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 10/20/15 03:38 79-34-5
Tetrachloroethene 5.7 ug/L 2.0 1 10/20/15 03:38 127-18-4
Toluene ND ug/L 2.0 1 10/20/15 03:38 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 10/20/15 03:38 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 10/20/15 03:38 79-00-5
Trichloroethene ND ug/L 2.0 1 10/20/15 03:38 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 10/20/15 03:38 75-69-4
Vinyl chloride ND ug/L 2.0 1 10/20/15 03:38 75-01-4
Surrogates
4-Bromofluorobenzene(S) 105 % 70-130 1 10/20/15 03:38 460-00-4
Toluene-d8(S) 99 % 70-130 1 10/20/15 03:38 2037-26-5
1,2-Dichloroethane-d4(S) 99 % 70-130 1 10/20/15 03:38 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 5.9 Std. Units 0.10 1 10/18/1517:51 H1,H6
353.2 Nitrogen,NO2/NO3 unpres Analytical Method:EPA 353.2
Nitrogen,Nitrate 2.9 mg/L 0.020 1 10/16/15 02:08
Nitrogen,Nitrite 0.044 mg/L 0.020 1 10/16/15 02:08
Nitrogen,NO2 plus NO3 2.9 mg/L 0.020 1 10/16/15 02:08
REPORT OF LABORATORY ANALYSIS
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[phone]
ANALYTICAL RESULTS
Project: RH15-5986
Pace Project No.: 92272131
Sample: MW-16 Lab ID: 92272131007 Collected: 10/15/15 15:00 Received: 10/15/15 16:45 Matrix: Water
' Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
624 Volatile Organics Analytical Method:EPA 624
Benzene ND ug/L 2.0 1 10/20/15 03:56 71-43-2
Bromodichloromethane ND ug/L 2.0 1 10/20/15 03:56 75-27-4
Bromoform ND ug/L 2.0 1 10/20/15 03:56 75-25-2
Bromomethane ND ug/L 2.0 1 10/20/15 03:56 74-83-9
Carbon tetrachloride ND ug/L 2.0 1 10/20/15 03:56 56-23-5
Chlorobenzene ND ug/L 2.0 1 10/20/15 03:56 108-90-7
Chloroethane ND ug/L 2.0 1 10/20/15 03:56 75-00-3
Chloroform ND ug/L 2.0 1 10/20/15 03:56 67-66-3
Chloromethane ND ug/L 2.0 1 10/20/15 03:56 74-87-3
Dibromochloromethane ND ug/L 2.0 1 10/20/15 03:56 124-48-1
1,2-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:56 95-50-1
1,3-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:56 541-73-1
1,4-Dichlorobenzene ND ug/L 2.0 1 10/20/15 03:56 106-46-7
1,1-Dichloroethane ND ug/L 2.0 1 10/20/15 03:56 75-34-3
1,2-Dichloroethane ND ug/L 2.0 1 10/20/15 03:56 107-06-2
1,1-Dichloroethene ND ug/L 2.0 1 10/20/15 03:56 75-35-4
cis-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 03:56 156-59-2
trans-1,2-Dichloroethene ND ug/L 2.0 1 10/20/15 03:56 156-60-5
1,2-Dichloropropane ND ug/L 2.0 1 10/20/15 03:56 78-87-5
cis-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 03:56 10061-01-5
trans-1,3-Dichloropropene ND ug/L 2.0 1 10/20/15 03:56 10061-02-6
Ethylbenzene ND ug/L 2.0 1 10/20/15 03:56 100-41-4
Methylene Chloride ND ug/L 2.0 1 10/20/15 03:56 75-09-2
1,1,2,2-Tetrachloroethane ND ug/L 2.0 1 10/20/15 03:56 79-34-5
Tetrachloroethene 4.5 ug/L 2.0 1 10/20/15 03:56 127-18-4
Toluene ND ug/L 2.0 1 10/20/15 03:56 108-88-3
1,1,1-Trichloroethane ND ug/L 2.0 1 10/20/15 03:56 71-55-6
1,1,2-Trichloroethane ND ug/L 2.0 1 10/20/15 03:56 79-00-5
Trichloroethene ND ug/L 2.0 1 10/20/15 03:56 79-01-6
Trichlorofluoromethane ND ug/L 2.0 1 10/20/15 03:56 75-69-4
Vinyl chloride ND ug/L 2.0 1 10/20/15 03:56 75-01-4
Surrogates
4-Bromofluorobenzene(S) 107 % 70-130 1 10/20/15 03:56 460-00-4
Toluene-d8(S) 99 % 70-130 1 10/20/15 03:56 2037-26-5
1,2-Dichloroethane-d4(S) 99 % 70-130 1 10/20/15 03:56 17060-07-0
9040 pH Analytical Method:EPA 9040
pH 5.9 Std.Units 0.10 1 10/18/15 17:51 H1,H6
353.2 Nitrogen,NO2/NO3 unpres Analytical Method:EPA 353.2
Nitrogen, Nitrate 2.1 mg/L 0.020 1 10/16/15 02:08
Nitrogen, Nitrite ND mg/L 0.020 1 10/16/15 02:08
Nitrogen,NO2 plus NO3 2.1 mg/L 0.020 1 10/16/15 02:08
REPORT OF LABORATORY ANALYSIS
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i
QUALITY CONTROL DATA
Project: RH15-5986
Pace Project No.: 92272131
QC Batch: MSV/33880 Analysis Method: EPA 624
QC Batch Method: EPA 624 Analysis Description: 624 MSV
Associated Lab Samples: 92272131001,92272131002,92272131003,92272131004,92272131005,92272131006,92272131007
METHOD BLANK: 1585973 Matrix: Water
Associated Lab Samples: 92272131001,92272131002,92272131003,92272131004,92272131005,92272131006,92272131007
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
1,1,1-Trichloroethane ug/L ND 2.0 10/19/15 13:48
1,1,2,2-Tetrachloroethane ug/L ND 2.0 10/19/15 13:48
1,1,2-Trichloroethane ug/L ND 2.0 10/19/15 13:48
1,1-Dichloroethane ug/L ND 2.0 10/19/15 13:48
1,1-Dichloroethene ug/L ND 2.0 10/19/15 13:48
1,2-Dichlorobenzene ug/L ND 2.0 10/19/15 13:48
1,2-Dichloroethane ug/L ND 2.0 10/19/15 13:48
1,2-Dichloropropane ug/L ND 2.0 10/19/15 13:48
1,3-Dichlorobenzene ug/L ND 2.0 10/19/15 13:48
1,4-Dichlorobenzene ug/L ND 2.0 10/19/15 13:48
Benzene ug/L ND 2.0 10/19/15 13:48
Bromodichloromethane ug/L ND 2.0 10/19/15 13:48
Bromoform ug/L ND 2.0 10/19/15 13:48
Bromomethane ug/L ND 2.0 10/19/15 13:48
Carbon tetrachloride ug/L ND 2.0 10/19/15 13:48
Chlorobenzene ug/L ND 2.0 10/19/15 13:48
Chloroethane ug/L ND 2.0 10/19/15 13:48
Chloroform ug/L ND 2.0 10/19/15 13:48
Chloromethane ug/L ND 2.0 10/19/15 13:48
cis-1,2-Dichloroethene ug/L ND 2.0 10/19/15 13:48
cis-1,3-Dichloropropene ug/L ND 2.0 10/19/15 13:48
Dibromochloromethane ug/L ND 2.0 10/19/15 13:48
Ethylbenzene ug/L ND 2.0 10/19/15 13:48
Methylene Chloride ug/L ND 2.0 10/19/15 13:48
Tetrachloroethene ug/L ND 2.0 10/19/15 13:48
Toluene ug/L ND 2.0 10/19/15 13:48
trans-1,2-Dichloroethene ug/L ND 2.0 10/19/15 13:48
trans-1,3-Dichloropropene ug/L ND 2.0 10/19/15 13:48
Trichloroethene ug/L ND 2.0 10/19/15 13:48
Trichlorofluoromethane ug/L ND 2.0 10/19/15 13:48
Vinyl chloride ug/L ND 2.0 10/19/15 13:48
1,2-Dichloroethane-d4(S) % 108 70-130 10/19/15 13:48
4-Bromofluorobenzene(S) % 107 70-130 10/19/15 13:48
Toluene-d8(S) % 102 70-130 10/19/15 13:48
LABORATORY CONTROL SAMPLE: 1585974
Spike LCS LCS %Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
1,1,1-Trichloroethane ug/L 20 19.7 98 52-162
1,1,2,2-Tetrachloroethane ug/L 20 20.5 103 46-157
Results presented on this page are In the units Indicated by the"Units"column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 10 of 19

Pace Analytical Services,Inc.
7!2eAnalytical® 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
www.pacelabs.com
[phone]
i
QUALITY CONTROL DATA
Project: RH15-5986
Pace Project No.: 92272131
LABORATORY CONTROL SAMPLE: 1585974
Spike LCS LCS %Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
1,1,2-Trichloroethane ug/L 20 18.6 93 52-150
1,1-Dichloroethane ug/L 20 20.7 104 59-155
1,1-Dichloroethene ug/L 20 22.8 114 1-234
1,2-Dichlorobenzene ug/L 20 18.6 93 18-190
1,2-Dichloroethane ug/L 20 18.8 94 49-155
1,2-Dichloropropane ug/L 20 19.4 97 1-210
1,3-Dichlorobenzene ug/L 20 18.8 94 59-156
1,4-Dichlorobenzene ug/L 20 19.3 97 18-190
Benzene ug/L 20 20.3 101 37-151
Bromodichloromethane ug/L 20 19.3 97 35-155
Bromoform ug/L 20 18.2 91 45-169
Bromomethane ug/L 20 22.7 114 1-242
Carbon tetrachloride ug/L 20 20.2 101 70-140
Chlorobenzene ug/L 20 19.3 97 37-160
Chloroethane ug/L 20 18.3 91 14-230
Chloroform ug/L 20 19.4 97 51-138
Chloromethane ug/L 20 22.9 115 1-273
cis-1,2-Dichloroethene ug/L 20 20.4 102 68-146
cis-1,3-Dichloropropene ug/L 20 19.1 96 1-227
Dibromochloromethane ug/L 20 19.2 96 53-149
Ethylbenzene ug/L 20 19.5 97 37-162
Methylene Chloride ug/L 20 20.5 102 1-221
Tetrachloroethene ug/L 20 17.9 89 64-148
Toluene ug/L 20 18.8 94 47-150
trans-1,2-Dichloroethene ug/L 20 21.5 108 54-156
trans-1,3-Dichloropropene ug/L 20 19.1 96 17-183
Trichloroethene ug/L 20 19.4 97 71-157
Trichlorofluoromethane ug/L 20 21.8 109 17-181
Vinyl chloride ug/L 20 23.6 118 1-251
1,2-Dichloroethane-d4(S) % 104 70-130
4-Bromofluorobenzene(S) % 103 70-130
Toluene-d8(S) % 97 70-130
MATRIX SPIKE SAMPLE: 1585976
92272022008 Spike MS MS %Rec
Parameter Units Result Conc. Result %Rec Limits Qualifiers
1,1,1-Trichloroethane ug/L ND 20 21.1 106 46-171
1,1,2,2-Tetrachloroethane ug/L ND 20 20.0 100 73-159
1,1,2-Trichloroethane ug/L ND 20 19.7 99 64-152
1,1-Dichloroethane ug/L ND 20 22.1 111 43-172
1,1-Dichloroethene ug/L ND 20 29.5 148 48-189
1,2-Dichlorobenzene ug/L ND 20 17.7 89 54-154
1,2-Dichloroethane ug/L ND 20 19.2 96 42-171
1,2-Dichloropropane ug/L ND 20 20.4 102 55-157
1,3-Dichlorobenzene ug/L ND 20 18.4 92 57-148
Results presented on this page are In the units Indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 11 of 19

Pace Analytical Services,Inc.
aceAnalytical a 9800 Kinsey Ave. Suite 100
Huntersville,NC 28078078
wwwparelabs.com [phone]
i
i
QUALITY CONTROL DATA
Project: RH15-5986
Pace Project No.: 92272131
MATRIX SPIKE SAMPLE: 1585976
92272022008 Spike MS MS %Rec
Parameter Units Result Conc. Result %Rec Limits Qualifiers
1,4-Dichlorobenzene ug/L ND 20 19.1 96 58-149
Benzene ug/L ND 20 21.9 110 54-163
Bromodichloromethane ug/L ND 20 21.0 105 56-152
Bromoform ug/L ND 20 18.0 90 53-151
Bromomethane ug/L ND 20 7.6 38 10-200
Carbon tetrachloride ug/L ND 20 21.9 109 41-175
Chlorobenzene ug/L ND 20 20.8 104 67-152
Chloroethane ug/L ND 20 112 560 23-200 M1
Chloroform ug/L 5.6 20 26.7 105 51-166
Chloromethane ug/L ND 20 21.4 107 40-175
ND 4
- - ug/L 20 20.6 103 45 17
cls 1,2 Dlchloroethene g
cis-1,3-Dichloropropene ug/L ND 20 18.2 91 38-146
Dibromochloromethane ug/L ND 20 20.3 102 65-144
Ethylbenzene ug/L ND 20 20.0 100 57-152
Methylene Chloride ug/L ND 20 24.7 124 40-167
Tetrachloroethene ug/L ND 20 18.9 94 59-155
Toluene ug/L ND 20 20.8 102 47-162
trans-1,2-Dichloroethene ug/L ND 20 22.3 111 47-178
trans-1,3-Dichloropropene ug/L ND 20 18.7 93 39-148
Trichloroethene ug/L ND 20 21.8 109 60-153
Trichlorofluoromethane ug/L ND 20 30.2 151 42-199
Vinyl chloride ug/L ND 20 24.8 124 46-176
1,2-Dichloroethane-d4(S) % 96 70-130
4-Bromofluorobenzene(S) % 103 70-130
Toluene-d8(S) % 96 70-130
SAMPLE DUPLICATE: 1585975
92272022007 Dup
Parameter Units Result Result RPD Qualifiers
1,1,1-Trichloroethane ug/L ND ND
1,1,2,2-Tetrachloroethane ug/L ND ND
1,1,2-Trichloroethane ug/L ND ND
1,1-Dichloroethane ug/L ND ND
1,1-Dichloroethene ug/L ND ND
1,2-Dichlorobenzene ug/L ND ND
1,2-Dichloroethane ug/L ND ND
1,2-Dichloropropane ug/L ND ND
1,3-Dichlorobenzene ug/L ND ND
1,4-Dichlorobenzene ug/L ND ND
Benzene ug/L ND ND
Bromodichloromethane ug/L ND ND
Bromoform ug/L ND ND
Bromomethane ug/L ND ND
Carbon tetrachloride ug/L ND ND
Chlorobenzene ug/L ND ND
Results presented on this page are In the units Indicated by the"units"column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 12 of 19

Pace Analytical Services,Inc.
_ aceAnalyt .coical® 9800 Kinsey Ave. Suite 100
Huntersville,NC 28078
i/ www.paoelebsm [phone]
i
QUALITY CONTROL DATA
Project: RH15-5986
Pace Project No.: 92272131
SAMPLE DUPLICATE: 1585975
92272022007 Dup
Parameter Units Result Result RPD Qualifiers
Chloroethane ug/L ND ND
Chloroform ug/L ND ND
Chloromethane ug/L ND ND
cis-1,2-Dichloroethene ug/L ND ND
cis-1,3-Dichloropropene ug/L ND ND
Dibromochloromethane ug/L ND ND
Ethylbenzene ug/L ND ND
Methylene Chloride ug/L ND ND
Tetrachloroethene ug/L 119 176 39 D6,R2
Toluene ug/L ND ND
trans-1,2-Dichloroethene ug/L ND ND
trans-1,3-Dichloropropene ug/L ND ND
Trichloroethene ug/L ND ND
Trichlorofluoromethane ug/L ND ND
Vinyl chloride ug/L ND ND
1,2-Dichloroethane-d4(S) % 99 98 1
4-Bromofluorobenzene(S) % 104 106 1
Toluene-d8(S) % 97 95 2
Results presented on this page are In the units Indicated by the"Units"column except where an alternate unit is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 13 of 19

Pace Analytical Services,Inc.
e 9800 Kincey Ave. Suite 100
aac eAnalytical Huntersville,NC 28078
wwwpacelabs.com
[phone]
i
1
QUALITY CONTROL DATA
Project: RH15-5986
Pace Project No.: 92272131
QC Batch: WET/40902 Analysis Method: EPA 9040
QC Batch Method: EPA 9040 Analysis Description: 9040 pH
Associated Lab Samples: 92272131001,92272131002,92272131003,92272131004,92272131005,92272131006,92272131007
SAMPLE DUPLICATE: 1585409
92272017001 Dup
Parameter Units Result Result RPD Qualifiers
pH Std.Units 6.9 6.9 1 H1,H6
Results presented on this page are In the units Indicated by the"units"column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 14 of 19

Pace Analytical Services,Inc.
aceAnaiytrcal• 9800 Kincey Ave. Suite 100
Huntersville,NC 28078
waw'pacNabs'�m [phone]
i
QUALITY CONTROL DATA
Project: RH15-5986
Pace Project No.: 92272131
QC Batch: WETA/24994 Analysis Method: EPA 353.2
QC Batch Method: EPA 353.2 Analysis Description: 353.2 Nitrate+Nitrite,Unpres.
Associated Lab Samples: 92272131001,92272131002,92272131003,92272131004,92272131005,92272131006,92272131007
METHOD BLANK: 1584258 Matrix: Water
Associated Lab Samples: 92272131001,92272131002,92272131003,92272131004,92272131005,92272131006,92272131007
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Nitrogen, Nitrate mg/L ND 0.020 10/16/15 01:56
Nitrogen, Nitrite mg/L ND 0.020 10/16/15 01:56
Nitrogen, NO2 plus NO3 mg/L ND 0.020 10/16/15 01:56
LABORATORY CONTROL SAMPLE: 1584259
Spike LCS LCS %Rec
Parameter Units Conc. Result %Rec Limits Qualifiers
Nitrogen, Nitrate mg/L 2.5 2.4 98 90-110
Nitrogen, Nitrite mg/L 1 1.0 101 90-110
Nitrogen, NO2 plus NO3 mg/L 2.5 2.4 98 90-110
MATRIX SPIKE&MATRIX SPIKE DUPLICATE: 1584260 1584261
MS MSD
92271971001 Spike Spike MS MSD MS MSD %Rec
Parameter Units Result Conc. Conc. Result Result %Rec %Rec Limits RPD Qual
Nitrogen, Nitrite mg/L 0.22 1 1 1.2 1.1 94 93 90-110 1
Nitrogen, NO2 plus NO3 mg/L 0.047 2.5 2.5 2.3 2.3 91 91 90-110 0
Results presented on this page are In the units Indicated by the"Units"column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 15 of 19

Pace Analytical Services,Inc.
Ave.
100
aceAnalytical• 9800Hulntersvlle,NC'te 28078
wwwpacelabs.corn [phone]
1
QUALIFIERS
Project: RH15-5986
Pace Project No.: 92272131
DEFINITIONS
DF-Dilution Factor,if reported,represents the factor applied to the reported data due to dilution of the sample aliquot.
ND-Not Detected at or above adjusted reporting limit.
J-Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL-Adjusted Method Detection Limit.
PQL-Practical Quantitation Limit.
RL-Reporting Limit.
S-Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270.The result for each analyte is
a combined concentration.
Consistent with EPA guidelines,unrounded data are displayed and have been used to calculate%recovery and RPD values.
LCS(D)-Laboratory Control Sample(Duplicate)
MS(D)-Matrix Spike(Duplicate)
DUP-Sample Duplicate
RPD-Relative Percent Difference
NC-Not Calculable.
SG-Silica Gel-Clean-Up
U-Indicates the compound was analyzed for,but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether,Styrene,and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited.Contact your Pace PM for the current list of accredited analytes.
TNI-The NELAC Institute.
ANALYTE QUALIFIERS
D6 The relative percent difference(RPD)between the sample and sample duplicate exceeded laboratory control limits.
H1 Analysis conducted outside the EPA method holding time.
H6 Analysis initiated outside of the 15 minute EPA recommended holding time.
M1 Matrix spike recovery exceeded QC limits. Batch accepted based on laboratory control sample(LCS)recovery.
R2 RPD value was outside control limits due to matrix interference
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 16 of 19

Pace Analytical Services,Inc.
aceAnalytical® 9800 KinceyAve. Suite 100
Huntersville,NC 28078
M 4 pacelabs.com [phone]
i
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: RH15-5986
Pace Project No.: 92272131
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92272131001 MW-7B EPA 624 MSV/33880
92272131002 INFLUINX EPA 624 MSV/33880
92272131003 BETWEEN CARBONS EPA 624 MSV/33880
92272131004 EFFLUENT EPA624 MSV/33880
92272131005 MW-5 EPA 624 MSV/33880
92272131006 MW-14 EPA 624 MSV/33880
92272131007 MW-16 EPA 624 MSV/33880
92272131001 MW-7B EPA 9040 WET/40902
92272131002 INFLUINX EPA 9040 WET/40902
92272131003 BETWEEN CARBONS EPA 9040 WET/40902
92272131004 EFFLUENT EPA 9040 WET/40902
92272131005 MW-5 EPA 9040 WET/40902
92272131006 MW-14 EPA 9040 WET/40902
92272131007 MW-16 EPA 9040 WET/40902
92272131001 MW-7B EPA 353.2 WETA/24994
92272131002 INFLUINX EPA 353.2 WETA/24994
92272131003 BETWEEN CARBONS EPA 353.2 WETA/24994
92272131004 EFFLUENT EPA 353.2 WETA/24994
92272131005 MW-5 EPA 353.2 WETA/24994
92272131006 MW-14 EPA 353.2 WETA/24994
92272131007 MW-16 EPA 353.2 WETA/24994
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced,except in full,
Date: 10/20/2015 05:39 PM without the written consent of Pace Analytical Services,Inc.. Page 17 of 19

aceAnalyticar
Sample Condition Upon Receipt(SCUR) uv�u" Page 1 of 2*r
Document Number: Issuing Authority:
F-CHR-CS-003-rev.16 Pace Huntersville Quality Office
Client Name: :A'', ,A `Page2of2is for Internal Use Only
Courier: ❑ Fed E)❑ UPC] USP❑ Ciier/ Commergil,; Pace Other Optional
Proj. Due Date:
Custody Seal on Cooler/Box Present ❑ yes ❑ no Seals intact: ❑ yes ❑ no proj:Name:
Packing Material: ❑ Bubble Wrap ❑ Bubble Bags ❑ None ❑ Other
Thermometer Used: IR Gun T1402 Type of Ice: Weil Blue None An Samples on ice,cooling process has begun
TempCorrection Factor 71402 No Correction
Corrected Cooler Temp.: Biological Tissue Is Frozen: Yes No N/A Date and Initials of perrson a amintng
\ t 'C contents:} ,Z t )
Temp should be above freezing to 8•C Comments:
Chain of Custody Present: DYes DNo ON/Al.
Chain of Custody Filled Out: pYes DNo ON/A 2.
Chain of Custody Relinquished: s DNo ON/A 3.
Sampler Name&Signature on COC: E3?(es ONo ON/A 4.
Samples Arrived within Hold Time: C7''es DNo ON/A 5.
Short Hold Time Analysis(<72hr): DYes DNo ON/A 6.
Rush Turn Around Time Requested: DYes Dino ON/A 7.
Sufficient Volume: 0-Yes ONo DNA 8.
Correct Containers Used: D)/ees ONo ON/A 9.
-Pace Containers Used: Des ONo ON/A
Containers Intact: DYes DNo ON/A 10.
Filtered volume received for Dissolved tests DYes ONo 'IN/A 11.
Sample Labels match COC: DYes ONo ON/A 12.
-Includes date/time/ID/Analysis Matrix: \ Ij
All containers needing preservation have been checked.
❑Yes ONo I2
All containers needing preservation are found to be in DYes ONo Di/•
compliance with EPA recommendation.
exceptions: VOA. caliform,TOC,O&G,W-DRO(water) DYes DNo
Samples checked for dechlorination: DYes ❑No DN/A 14.
Headspace in VOA Vials(>6mm): DYes Dtio ON/A
Trip Blank Present: DYes ONo ON/A 16.
Trip Blank Custody Seals Present DYes DNo DN!A
Pace Trip Blank Lot#(if purchased):__
Client Notification/Resolution: Field Data Required? Y / N
Person Contacted: Date/Time:
Comments/Resolution:
SCURF Review: l l Date: in j(c)-- Place label here
SRF Review: i Date: e �� 1
Note: Whenever there is a discrepancy affecting North Carolina compliance 'a, • 922721
samples,a copy of this form will be sent to the North Carolina DEHNR W0
Certification Office(i.e out of hold,incorrect preservative,out of temp, \l\\I"1"I"'11'1E
incorrect containers)
92272131 Page18of19

60 CHAIN-OF-CUSTODY I Analytical Request Document
pac Anat' �L,a� The Chain-of-Custody is a LEGAL DOCUMENT.All relevant fields must be completed accurately. cn
1 www.pacelabs.com O
0)
Section A Section B Section C Page: of
a1
r,
-
Required Client Information: Required Project Information: its
q q 1' Invoice Information. ..
Company: �^ / Report T,,,a(((' / Attention: �t
At-r - r rr �4 4 r.. /e�", s/ ,- sr 7 d.^ i 11(r /[e C c,,, /i..,.�/ _ •° w ,
Address: Copy o: Company Name: _
• 1 f l L- ,.•. t.•, l r .t -r.,o, r,.....14, iv,- REGULATORY AGENCY
IIIIIIIIMIIIIIIIIINIIIIIMI
Address:
-� f r J j C: t v}i NPDES GROUND WATER I DRINKING WATER
Email To'• r Purchase Order No.: Pace quote
�i c,• L . {.,•.� k'JIJ.` >.,e,.t v�T, r Ji N��' � Reference UST RCRA OTHER
Phone:, ,[/ Fax: r 4`,.Project Name: Pap,'Prolucr Site Location
?e,7 .tf-1 -( ; � Manager:
Requested Due Date/TAT: Project Number t t - (j ( Pace P o/�s: C i STATE:
i 1. I y� if (f- 5- `r,�- '�- ^-� -
equested Analysis Filtered(YIN)
Section D Matrix Codes F a z
Required Client Information MATRIX I COOT o 2 COLLECTED Preservatives r'
Drinking Water DW oO
Water WT
Waste Water WW m COMPOSITE ENITIOSATE
Product P Q START END/GRAB � Z
Sod/Solid SL 0 p N .4.
}
SAMPLE ID wipe °P �? W N
(A-Z.0-9/-I Air AR p to nQ. Z I-t '`-* 0 2 ( t+
Sample IDs MUST BE UNIQUE Tissue TS 0 o- w N J., U ,�- art 3 E
Other or O C- i- Z Z ,., , ut c - I
x ui iu O a) O c �+ �J m
tEl Q :i a LLO a O d fn L L C e N
~ Z U DATE TIME DATE TIME u : _ = z Z Z .e O ,.Q- �� CC Pace Project No./Lab I.D.
1 714 -- ?- 0 w17,- is ir:is to'i.i- 4 1 i ,' .7 cx
2 r,„4-1� . ., 9t, wt 4" j,,_rr./T, iI'->C Y I 7 ' x x at/t
3 I I,. :. _ C.Q. t v . i 4-7 G! ir-tl-.ir (f.'YG Le ( 3 C k A 400
4 _/ I i -. r u-r L le-f('.;r_i j* 1 1 ( 3 t K ek (dye
5 Alt Li'- ) t..S C /c.,{.r"f /'1'cr�- 7 t ) k A- s. ocrs
6 4,4 it, - / `i- w7 G*. it.IT'ir.19.1 43 'f ! 3 riC le Oa(17
7 .';/ W - / C /3-0 t 4 ( 4 r< k- .c CS5
8
9
10
11
12
,-
ADDITIONAL COMMENTS RELINQUISHED BY/AFFILIATION DATE TIME ''1 /' ACCEPTED BY I AFFILIATION DATE TIME SAMPLE CONDITIONS
/ r . i W.'^ I V s� . /C-II- If- j!t5. v____,,:`"---� . . y,.:v, t .. .- .�C. 4 A L
SAMPLER NAME AND SIGNATURE c iu
QR
PRINT Name of SAMPLER: h / IY / n Ti i $9 z ?
�Lr fir': r E Z' 0 b y i a r
SIGNATURE of SAMPLER: ty „r DATE Signed F - V rE
�-G `L IMMIDOIYY): I(I--I f- -i.S
'Important Note:By signing this form you are accepting Pace's NET 30 day payment terms and agreeing to late charges of 1.5%per month for any invoices not paid within 30 days. F-ALL-Q-020rev.07,15-May-2007

APPENDIX B
GW-59 FORMS

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING: Malt original DEPARTMENT OF ENVIRONMENT&NATURAL RE9OUitCEs
and'h4 r to to is orto wA a n otilwOrk*nctN nn Esaltio urtrt
COMPLIANCE REPORT FORM 'te1i t i nvio DerTER,RA.etN ,ne2189s; t s t oita!;0i$F'7334 21 ..
FACILITY INFORMATION P/edsa Pnn1 Clearly or Type PERMIT Number: Expiration Date: 11/30/2018
Facility Name: Gaston County Dyeing Machine Non-Discharge W00008907 UIC
Permit Name(if different); NPDES Other
Facility Address. 200 South Main Street TYPE OF PERMITTED OPERATION BEING MONITORED
Stanley "'" NC County Gaston 0 Lagoon d Remediation; Infiltration Gallery
0 Spray Field E Remediation: Injection
Contact Person: Robert Hird Telephone#, 704-577 8144 0 Rotary Distributor 0 Land Application of Sludge
Well Location/Site Name:North of source area No,of wells to be sampled: 4 ❑ Water Source Heat Pump 0 Other;
_. drum Peimll)
SAMPLING INFORMATION If WELL
WELL ID NUMBER(from Permit): MW-5.1 Date sample collected: 10/15/2015 FIELD ANALYSES: WAS
Well Depth: 65.69 ft, Well Diameter! 4 in. pH 00400: NA units Temp.00010: NA nC DRY at
Depth to Water Level eas4a:41.41 ft.below measuring point Screened Interval: tank ft. to unk ft, Spec, Cond.00094:NA 1LMhos time of
MeasuringPoint is 1.31 ft.above land surface Relative M.P.Elevation: 92-26 ft. .._ Odor 00085: none sampling,
.w,_.. check
Volume of water pumped/bailed before sampling: 35.0 gallons Appearance clear here:ri
Samples for metals were collected unfiltered: ❑YES 0 NO and field acidified: 0 YES 0 NO
LABORATORY INFORMATION
Date sample analyzed:10/20/15 Laboratory Name; Pace Analytical Services,Inc. Certification No, 12
PARAMETERS NOTE:Values should reflect dissolved and colloidal concentrations.
COD 00335 ragiL Nitrite(NO3)as N 0061s mg/L Pb-Lead 01051 ug/L
Coliforrn:ME Fecal 31616 /100mL Nitrate(NO3)as N 00520 mg/L Zit-Zinc 01ora2 mg/L
Cotlform:ME Total 31504 /100mL Phosphorus:Total as P 00665 mg/L
;trots Use MPN nwrnod ter h;ghly lured samples) Orthophosphate 70507 mg/L Other(Specify Compounds and Concentration units):
)issolved Solids:Total 70300 mg/L Al-Aluminum or106 mg/L.
pH(Lab)0o403 6.7 units Ba-Barium No07 ug/L
TOC sows mg/L Ca-Calcium o0s1s _mg/L
Chloride 00940 _ rag/L Cd-Cadmium 01027 ug/L
Arsenico10o2 ug/L Chromium:Total 01034 ug/L
Grease and Oils oa552 mg/L Cu-Copper e1o42 mg/L ORGANICS:(by GC,GC/MS,HPLC)
Phenol 32730 ug/L Fe-Iron o1045 ug/L (Specify test and method#.ATTACH LAB REPORT.)
Sulfate 00945 mg/L Fig-Mercury 71900 ug/L Lab Report Attached? 0 Yes(1) 0 No(0)
Specific Conductance 000a5 µMhos K-Potassium 00937 mg/L VOC 78732: , method# 624
Total Ammonia ooeto mg/L Mg-Magnesium 00927 mg/L , method#
(Ammonia Nitrogen:NH,as N:Ammonia Nitrogen,Total) Mn-Manganese 01055 ug/L , method#
TKN as N 001325 mg/ Ni-Nickel atoe7 ug/L , method#
For Remediation Systems Only(Attach Lab Reports): Influent Total VOCs: NO mg/L Effluent Total VOCs: ND mg/L VOC Removal%
i cerfity ihel,to the best.of my knowledge end belief.the itiretmation s ihrnitted int this report is true,etcurate,and cenrpfele.and that theiehdraidry nnerytrcet uatd,Ras beetituced using approved rrtettzads'o'analysis bye,
OWQ,ckdified laboratory. t am aware that there are signifieenl penalties for subautling raise in€ormation,Inciortingthle unslibllity0$lime endtJl11'nsonmm,rt for knrw{ng vicstapors, ,, "
Scott Davis,Owner -,, 11/23/2015
Permittee tar Authorized Agent}Name end Title-Please print or type _•- e .' rthortz nt) iDate)
GW-59 Rev,2/2010 s,..

SUBMIT FORM ON YELLOW PAPER ONLY
Mail original bEIPARTMENT OF ENVIRONMENT&NATURAL RriSOURCES
GROUNDWATER QUALITY MONITORING:
DIVISIOOF WATER DUALITY-NFO RMA11ON PROCESS'ING UNI 1and cop oCOMPLIANCE REPORT FORM
#1I7 MAIL SERVICE CENTER,RALEIGH,NC 276994917 Phoen:(919)731322i
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date• 11/30/2018
Facility Name: Gaston County Dyeing Machine
Nor-Discharge WQ0008907 UIC
Permit Name(if different):
NPDES Other
Facility Address: 200 South Mair Street
TYPE OF PERMITTED OPERATION BEING MONITORED
Stanley .:;. ,e
NC County Gaston El Lagoon 0 Rernediation:Infiltration Gallery
,,. . ,....
0 Spray Field
Contact Person: Robert Hird Telephonett. 704-577-814.4 0 Rotary Distributor @, RemediatIon: Injection
,,
0 Land Application of Sludge
Well Location/Site Name:Southwest of source area No.of wells to be sampled: 4 0 Water Source Heat Pump El Other:
:from Prrn'il1
SAMPLING INFORMATION
If WELL
WELL ID NUMBER(from Permit): MW-7(78) Date sample collected: 10/15/15 FIELD ANALYSES: WAS
Well Depth: 56.5 ft, Well Diameter: 2 in. pH 00400; NA units Temp.00010. NA °C DRY at
nine of
Depth to Water Level male 32.81 ft.below measuring point Screened Interval: unk ft. to unk ft. Spec.Cond.n0094:NA pMhos
sampling,
Measuring Point is 2.43 ft.above land surface Relative M.P.Elevation: 77,78 ft. Odor 00085 none
check
Volume of water pumped/bailed before sampling; 20 _gallons Appearance clear here:0
Samples for metals were collected unfiltered: 0 YES E:1 NO and field acidified: Ej YES 0 NO
LABORATORY INFORMATION
Date sample analyzed:10/20/1s Laboratory Name: Pace Analytical Services,Inc. Certification No. 12
PARAMETERS NOTE:Values should reflect dissolved and colloidal concentrations.
COD 00336 mg/L Nitrite(NO2)as N poets inge. Pb-Lead 01091 ug/L
Coliform:MF Fecal 31616 /100rnL Nitrate(NO3)as N man mg/L Zn-Zinc 01092 rng/L
Conform:MF Total 31504 /100mL Phosphorus:Total as P mess ing/L
(New Use AWN me10041 tor highly turbid samples)
Orthophosphate 70507 ing/L Other(Specify Compounds and Concentration Units):
)issolved Solids:Total 70300 mg/L Al-Aluminum oi ion mg/L Te.trachlorcethena .00113 ug/L
pH(Lab)00403 6.1 units Ba-Barium 01007 ug/L
*roc 00680 mg/L Ca-Calcium coats mg/L
Chloride 00940 mg/L Cd-Cadmium 01027 ug/L
Arsenic 01002 ug/L Chromium:Total at os4 ug/L
Grease and Oils possz mg/L Cu-Capper o1o42 mg/L ORGANICS:(by GC,GC/MS,HPLC)
Phenol 32730 ug/L Fe-Iron 01045 Ugit. (Specify test and method#.ATTACH LAB REPORT.)
Sulfate 00945 mg/ Hg-Mercury 71900 ugit. Lab Report Attached? ED Yes(1) 0 No(0)
Specific Conductance mons pMhos K-Potassium cos mg/L. VOC 78732; , method It 624
Total Ammonia cosi o mg/L Mg-Magnesium ooszi rng/L , method e(Ammonia Nitrogen,hil-l3as N;Ammorie Nitrogen,Total;
Mn-Manganese otons ugil... , method#
TKN as N 00825 mg/L Ni-Nickel otos; ug/L , method it
For Remediation Systems Only(Attach Lab Reports): Influent Total VOCs; ND mg& Effluent Total VOCs: ND mg/L. VOC Removal%
I'wady That,to tik)beSt of my Icflonfecl9C)and nelie",ille.IllttilliatiOn SUbrtlittOd in M., '..)f).,rt!..it . ).r)).)..-1)- a I 1, rf..1,. L).”1 t t 110.,',.),..-).1).); .r,-,,, a ;;,0,, ., rol.,,,..f)1:7.1,)s}.)ff,zf.,f.)f:+)..1(170..,)1:e,:),),,tw.ft DWQ.certifiecl laboratory, i ant Aware tint th5re 9t0 sigrpticent f„elaltiel toy'stil?,49(10161:It',twormation,Includincj the pessitot effinesene I riot—,ir:. )1.1 1).. I")''I'''VIC`1,1,,n`
Scott Davis.owner
11/23;2015
Permittee(or Authorized Agent)Nome and Title-Please print or type nature Pei r I..., . ',JIM"-.,!'d Alio• (Date)
GW-59 Rev.2/2010

SUBMIT FORM ON YELLOW PAPER ONLY
GROUNDWATER QUALITY MONITORING: Mail original GEP RCi
Aittma lyOF!BklV1NMENT4,NA •RESauixcEs :
I ylst 3tf OP WATER QUALitY.fr eoffMariotI PRObeldINe UNIT, x
COMPLIANCE REPORT FORM and'l cOply"to: • ;
1,eir:Mahler.aceCEN?Tt'd,RALEItti;NC:2790-ittll Pttone:(9 7334221
FACILITY INFORMATION Please Pant Cies fly er Type PERMIT Number: Expiration Data: 11/30/2018
Facility Name: Gaston County Dyeing Machine Non-Discharge W00008907 UIC
Permit Name(if different): NPDES Other
Facility Address: 200 South Main Street TYPE OF PERMITTED OPERATION BEiNG MONITORED
Stanley NC
County Gaston 0 Lagoon 9 Remediation:Infiltration Gallery
0 Spray Field C]Remedlation: Injection
Contact Person: Robert Hird Telephone#: [phone] 0 Rotary Distributor 0 Land Application of Sludge
Well Location/Site Name:South of source area No.of wells to be eampled:4 0 Water Source Heat Pump 0 Other:
f?mrn Permit)
SAMPLING INFORMATION
WELL ID NUMBER(from Permit): MW-14 If WELL
) Date sample collected: 10/22/14 FIELD ANALYSES: WAS
Well Depth: 25,0 ft, Well Diameter;2 in. DRY at
Depth to Water Level azsas:12.83 pH oogoo: NA units Temp,00010, NA C
p ft, below measuring point Screened Interval: unk ft• to unk ft. Spec.Cord.oodsa NA Nh1hos time of
Measuring Point is 0.15 ft.above land surface Relative M.P.Elevation:52.31 ft _ ._. Odor was: nape sampling,
check
Volume of water pumped/bailed before sampling: 20 gallons Appearance clear here;Ej
Samples for metals were collected unfiltered: OYES ❑ NO and field acidified: 0 YES 0 NO
LABORATORY INFORMATION
Date sample analyzed:10/2O/5 Laboratory Name: Pace Analytical Services,Inc. Certification No, 12
PARAMETERS NOTE:Values should reflect dissolved and colloidal concentrations.
COD no335 mg/L Nitrite,(NO2)as N 00615 mg/L Pb-Lead 01051 ug/L
Coliform: MF Fecal 3is1s /100mL Nitrate(NO3)as N 00620 mg/L Zn-Zinc 01092 mg/L
Coliform:MF Total 31504 /100mL Phosphorus:Total as P(loses mg/L
(Moist Use MPN method for f,ieniy SALMI stahples) Orthophosphate 7as07 mg/L Other(Specify g p y compounds and Concentration Units):
)issolved Solids:Total 70300 mg/L Al Aluminum ailos mg/L tetrachloroethene-.D057 mg/I
pH(Lab)00403 5,9 units Ba-Barium 01007 ug/L
TOC ammo mg/L Ca-Calcium 00910 rng/L
Chloride 00940 mg/L Cd-Cadmium 01027 ug/L
Arsenic 01002 ug/L Chromium:Total 01034 ug/L
Grease and Oils 00552 mg/L Cu-Copper 01042 mg/L ORGANICS:(by GC.GC/MS,HPLC)
Phenol 32730 ug1L Fe-Iron 01045 ug/L (Specify test and method#.ATTACH LAB REPORT.)
Sulfate 00945 mg/L Hg-Mercury 71900 ug/L Lab Report Attached? 0 Yes(1) 0 No(0)
Specific Conductance 000as pMhos K-Potassium 00037 mg/L VOC 78732: , method# 624
Total Ammonia o0s10 mg/L Mg-Magnesium cosy mg/L , method#(Amrter.°Nitrogen:1,013asN:Ammonia NiUagen,Total
. ttn-Manganeseoioas ug/L 9 , method#
TKN as N 00625 mg/L Ni-Nickel 01067 ug/L , method#
For Remediation Systems Only(Attach Lab Reports): Influent Total VOCs: ND mg/L Effluent Total VOCs: ND mg/L VOC Removal%
•I certify that:to the best of my knowledge and b Iief,the information subiorted in'his report is true,aeeurate,andoaitipl5Ie,arst that'the lubotratory onelytIcal data We>produ0e<i using ap roved methods flnl
•>PP ofaleiY6ispya
0'd O.cerfiried laborefory. I ein aware that the pare srgnifieent penaiite$for submitting falso information;including"the passihnity of fines and iinprlannmeMtoiAriowing vleleitiods '
Scott Davis,owner �r 11/2;il2015
PermmitleelorAuthorizedAgent)NameandTitle-Pleaseprintortype len. -. Perm - .r Auth rize. •gent) (Cate)
GW-59 Rev,2/2010

SUBMIT FORM ON YELLOW PAPER ONLY
Mail original Pir,sellWIX(34:011v1RotiMESTANATYRALI401(MeW ,'' ',:' .::1•1: ,' ".;'..::t,':,
GROUNDWATER QUALITY MONITORING:
i cm,/tn.Wilil014NO.z tRift'ttfALItY-INPORitiAltlt:400,0485iNeitlite:', ' -.,',.• :,-;,l'- '
COMPLIANCE REPORT FORM . and_ -.. __,_., ..... ,,...,..,,,.,,,.,,,,,,,„;;;,„„„,-,;,,,,::,,,„-,,., . .,...,,:.„.,„.,=,:4,1„;,,,.„„:.- ,„.„ .,,,
to*Mit.ESS 0•55thrtteiRALOItterSiester,40* Phone
FACILITY INFORMATION Please Print Clearly or Type
PERMIT Number: Expiration Date: 11/302018
Facility Name: Gaston County Dyeing Machine Non-Discharge W00008907 VIC
Permit Name(if different):
NPDES Other
Facility Address: 200 South Main Street
TYPE OF PERMITTED OPERATION BEING MONITORED
,
Stanley ,:-.,t,,,,,, NC County Gaston 0 Lagoon 0 Remediation:Infiltration Gallery
0 Spray Field Et Remediation: Injection
Contact Person: Robert Hird Telephone#: [phone] 0 Rotary Distributor 0 Land Application of Sludge
Well Location/Site Name:South of source area Na.of wells to be sampled: 4 0 Water Source Heat Pump 0 Other:
(from Permit)
SAMPLING INFORMATION
If WELL
WELL ID NUMBER(from Permit): MW-IS Date sample collected: 10/23/13 FIELD ANALYSES: WAS
Well Depth: 29.0 ft, Well Diameter; 2 in. pH 004o0:NA units Temp.male; NA °C DRY at
time of
Depth to Water Level 82546:598 ft.below measuring point' Screened Interval: unk ft. to unk ft, Spec.Cond.o0094. NA uMhos
sampling,
Measuring Point Is -0.14 ft.above land surface Relative M.P.Elevation: 38.86 ft. Odor moss: none
check
Volume of water pumped/bailed before sampling: 15 gallons Appearance clear here:0
Samples for metals were collected unfiltered: DYES 0 NO and field acidified. El YES 0 NO
LABORATORY INFORMATION
Date sample analyzed:10/zoi15 Laboratory Name, Pace Analytical Services,Inc. Certification No 12
PARAMETERS NOTE:Values should reflect dissolved and colloidal concentrations.
COD 00335 mg/L Nitrite(NO2)as N 00615 mg/L Pb-Lead most ug/L
Cotiform:MF Fecal wets /100mL Nitrate(NO3)as N 00620 2.1 mg/L Zn-Zinc 01092 mg/L
Conform:MF Total 31504 /100mL Phosphorus:Total as P oases mg/L
(Note; use itiPN method tor highly tutted samples)
Orthophosphate 70507 mo. Other(Specify Compounds and Concentration Units):
Dissolved Solids:Total 70300 mg/L Al-Aluminum ottos molt. tetrachloroethene-.0045 nign
pH(Lab)00403 5.9 units BR-Barium emu ug/L
TOC owes mg/L Ca-Calcium 00916 rng/L
Chloride 00040 mg/L Cd-Cadmium 01027 ug/L
Arsenio oi ooz ugit. Chromium:Total 01034 ug/L.
—
Grease and Oils 00552 mg/L Cu-Copper 01042 mg/L ORGANICS:(by GC,OC/MS, HPLC)
Phenol 32730 ug/L Fe-iron 0t04s ug/L (Specify test and method ft.ATTACH LAS REPORT.)
Sulfate pogo mg/L Hg-Mercury 71s0o ug/L Lab Report Attached? Eii Yes(1) 13 No(0)
Specific Conductance owes ilMhos K-Potassium mina; mg/L VOC 78732: , method# 624
Total Ammonia onsio mg/L Mg-Magnesium 00927 mg/L , method#
(Ammonia Nitrogen,NINI,as N:Ammonia Nitrogen,Total)
Mn-Manganese 01055 ug/L , method#
TKN as N 00625 mg/L NI-Nickel 01057 rigIL , method#
For Remediation Systems Only(Attach Lab Reports): Influent Total VOCs: ND mg/L Effluent Total VOCs: 41( mgil VOC Removal%
I cagily the!,to the best Of rhy knowledge and belief,the information submitted in IhIs report ta tree accurate,ails complete,and that the laperately analytical dela v as Patidoced()sing topproyett rtueltods of antitysts hi)a
INVO-Cbrlified labOratery I Rat ataaie chat there Ore significant penalties for tubttittingfralteintertnation,including the pi:sail-ally of ilne$•ane impiison meat for ki;icing violator. • '
Scott Davis,Owner 4111111W000r -..‹Th 11/23)15
Perntittee(or Authorized Agent)Name and Title-Please print or type ,- of Pea I tee(or Authenzti t Agent) (Date)
GW-59 Rev.2/2010